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Name: Release notes IDEA StatiCa Concrete 20 - Introduction
ID: 3e6d553a-be98-4b74-8e17-da1b7c19d8c1
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"value": "<p>La nouvelle version d'IDEA StatiCa est disponible ! Il s'agit de la plus grande intégration de retours et de souhaits de nos clients que nous ayons réalisée depuis des années. Et cela signifie quelque chose – IDEA StatiCa est utilisé par plus de 3 500 clients qui partagent plus de 4 000 projets IDEA StatiCa uniques <strong>chaque mois</strong>. La version 20 étend les fonctionnalités existantes et apporte principalement de nouvelles fonctionnalités qui changent l'approche de la conception et de la vérification normative des zones partiellement chargées des structures en béton.</p>\n<p>Les points forts de cette version sont :</p>\n<ul>\n <li>Modèles paramétriques de diaphragmes</li>\n <li>Zones partiellement chargées</li>\n <li>Annexe nationale britannique</li>\n</ul>\n<p>Tout cela avec des vérifications précises de la résistance du béton et du ferraillage, des contraintes et des déformations. Tout ce que la norme exige, avec des résultats clairement visualisés pour une meilleure compréhension du comportement structurel.</p>\n<p>Comment sommes-nous passés du numéro 10 au 20 ? La raison est simple – aligner la numérotation sur le millésime de l'année.</p>\n<p>Nous espérons que vous apprécierez toutes nos nouvelles fonctionnalités et améliorations et serions ravis de recevoir vos retours à tout moment. </p>\n<p>Calculez les estimations d'hier !</p>"
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Name: RN 20.0: New licensing system
ID: 3469eafc-6ee0-4388-823f-5a32409eedcc
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"value": "<p>Le nouveau système de licences en ligne d'IDEA StatiCa a été mis en place. Il est basé sur un compte, ce qui signifie que tout ce dont vous avez besoin pour démarrer IDEA StatiCa 20 est d'insérer votre nom d'utilisateur (par défaut, une adresse e-mail) et votre mot de passe.</p>\n<p>Pourquoi ?</p>\n<ul>\n <li>Nos clients rencontraient des difficultés liées à la gestion des codes de licence, des fichiers de licence et des dongles.</li>\n <li>La licence IDEA StatiCa pouvait être corrigée sans la coopération de l'utilisateur final (réactivation, etc.).</li>\n <li>Nos clients devaient déployer la licence réseau sur leurs serveurs.</li>\n <li>La licence d'entreprise ne pouvait pas être facilement partagée avec les employés en déplacement ou en télétravail</li>\n</ul>\n<p>Le nouveau système de licences en ligne d'IDEA StatiCa résout tous ces problèmes et bien plus encore. Tout est fourni dans un cloud IDEA StatiCa robuste et sécurisé, pour lequel les utilisateurs n'ont besoin que d'une seule chose pour y accéder – leur nom d'utilisateur (par défaut, une adresse e-mail) et leur mot de passe.</p>\n<p>Comment fonctionne la licence en ligne ?</p>\n<ul>\n <li>L'installation d'IDEA StatiCa vérifie régulièrement auprès du serveur de licences IDEA StatiCa pour mettre à jour la licence et vérifier la configuration du produit.</li>\n <li>Les utilisateurs d'IDEA StatiCa n'ont pas besoin d'être connectés en permanence. La licence fonctionnera pendant 72 heures sans connexion Internet. Après cela, la connexion au serveur de licences est nécessaire.</li>\n <li>Les administrateurs, ainsi que les utilisateurs finaux, peuvent consulter/modifier la licence via le portail client IDEA StatiCa, un espace en ligne contenant leurs données de licence</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>Comment configurer IDEA StatiCa version 20</h4>\n<ul>\n <li>Chaque client d'IDEA StatiCa dispose d'une adresse e-mail principale dans notre système (confirmée lors d'une commande passée)</li>\n <li>Avec la sortie de la version 20, IDEA StatiCa enverra les identifiants administrateur à cette adresse e-mail. La licence disposera de droits basés sur les produits achetés et le nombre de postes.</li>\n <li>Les administrateurs peuvent ensuite ajouter et supprimer d'autres utilisateurs dans l'organisation</li>\n <li>Chaque utilisateur de l'organisation ne peut utiliser que le type de produits IDEA StatiCa sélectionné</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>Gestionnaire de licences IDEA StatiCa</em></p>\n<h4>Avertissement concernant la migration</h4>\n<ul>\n <li>IDEA StatiCa 20 ne dispose que d'une seule façon d'activer et de lancer le logiciel – le nouveau système de licences en ligne.</li>\n <li>Les anciens systèmes de licences (Eleckey, HASP) des versions jusqu'à 10.1 restent inchangés et fonctionnels. Les droits à vie (désormais appelés « Perpétuels ») fonctionneront indéfiniment, mais leur support technique sera arrêté le <strong>30. 6. 2021</strong>. Après cette date, les réinitialisations de licence, les réactivations et tout autre support lié aux licences ne seront plus fournis. Veuillez vous assurer que votre organisation migre vers la version 20 dans les plus brefs délais.</li>\n</ul>"
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Widget #NaN: support_center_article
Name: RN 20.0: Parametric diaphragms templates
ID: ba0afcf0-3bb6-4cac-bd9d-7f3ac26d9e3d
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"value": "<h2>Ferraillage dans les Aires Partiellement Chargées</h2>\n<p>Vous pouvez concevoir le ferraillage dans l'aire partiellement chargée de manière plus efficace depuis la version 20.1. Les barres de ferraillage font partie du modèle CSFM, et l'adhérence entre le béton et les barres est considérée comme parfaite. </p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"\"></figure>\n<h2>À propos des Aires Partiellement Chargées</h2>\n<p>Cette fonctionnalité est principalement destinée aux ingénieurs structure spécialisés dans le préfabriqué et les ouvrages d'art, qui traitent des réactions importantes au niveau des appuis ou des forces de précontrainte concentrées issues des câbles de précontrainte dans les poutres. L'avantage réside dans un dimensionnement non conservateur, permettant des économies de matériaux et de coûts.</p>\n<p>Nous avons trouvé comment traiter l'état de contrainte triaxial dans les aires partiellement chargées. Dans ces zones, l'écrasement du béton est admis, et la résistance du béton en compression peut être augmentée grâce au confinement transversal conformément aux normes en vigueur (Eurocode). L'augmentation de la résistance peut atteindre 3 fois la résistance cylindrique du béton.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>L'aire partiellement chargée se rencontre dans toute structure. Parmi les exemples typiques, on peut citer les entretoises de ponts avec une zone au-dessus des appuis, les zones sous ancrage, ou une charge concentrée sur le bord d'un voile. Les aires partiellement chargées sont dimensionnées conformément aux exigences de l'Eurocode et sont simultanément limitées par la géométrie du modèle (ouvertures, épaisseur, bords, changement brusque de section transversale).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"\"></figure>\n<p>L'augmentation de la résistance du béton peut être prise en compte si le confinement est assuré. En raison de cette condition, des barres de ferraillage sont automatiquement ajoutées pour satisfaire la condition relative au confinement et aux dispositions de l'Eurocode.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>Cette fonctionnalité garantit que les modèles convergent tout en satisfaisant aux critères de dimensionnement des normes en vigueur (Eurocode). La méthode implémentée est indépendante du maillage en éléments finis. <strong>La capacité portante est augmentée avec</strong> le <strong>changement de l'aire de béton. La conséquence de cet état est une contrainte constante sur toute la hauteur d'un cône. </strong>Des bielles fictives dispersées influencent artificiellement la rigidité du cône et redistribuent correctement la contrainte transversale qui apparaît dans cette zone. La densité de chaque bielle dispersée augmente dans la direction de la charge appliquée.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Les limitations connues découlent des normes en vigueur dans l'Eurocode.</p>\n<ul>\n <li>Les cônes ne peuvent pas se chevaucher</li>\n <li>Les aires A<sub>c1</sub> et A<sub>c0 </sub>se trouvent sur la résultante de la force appliquée</li>\n</ul>\n<p><br></p>"
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"value": "<h2>Voile</h2>\n<p>Le voile est l'entité la plus générale pouvant être définie dans votre modèle. Il existe différents cas pour lesquels vous pouvez utiliser ce détail. Il est maintenant temps d'expliquer comment. </p>\n<p>Commençons par la forme de l'élément. La forme du voile peut être définie comme suit :</p>\n<ul>\n <ul>\n <li><strong>Rectangulaire</strong> </li>\n </ul>\n</ul>\n<p>Avec cette option, il vous suffit de définir la largeur, la hauteur, l'épaisseur de l'élément et, si nécessaire, le décalage dans la direction X par rapport au coin supérieur gauche et droit.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n <ul>\n <li><strong>Polygone</strong></li>\n </ul>\n</ul>\n<p>Si vous avez besoin d'une topologie plus complexe, la forme Polygone est la solution. La géométrie peut être définie en cliquant sur le bouton Modifier la forme dans la fenêtre de données, puis dans l'assistant en utilisant des coordonnées dans les directions X et Z par rapport au système de coordonnées global. Vous pouvez ajouter de nouvelles lignes ou supprimer les lignes existantes en faisant un clic droit dans le tableau des coordonnées.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n <ul>\n <li><strong>Importer DXF</strong> </li>\n </ul>\n</ul>\n<p>En cas de forme complexe de la structure ou de plans déjà finalisés, vous pouvez utiliser la fonctionnalité d'importation depuis un fichier DXF pour définir rapidement la géométrie. </p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Cliquez simplement sur le bouton Importer DXF, sélectionnez le fichier depuis votre stockage, et commencez à sélectionner le contour de la structure. Cela peut être fait en choisissant les lignes individuellement dans la fenêtre graphique principale, ou en sélectionnant une seule ligne puis en cliquant sur le bouton Consécutif dans le ruban supérieur.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>Dans l'assistant, vous pouvez exploiter tout le potentiel des fonctionnalités du ruban supérieur - il est possible de changer les unités, de distinguer trois plans - XY, XZ et YZ dans lesquels le dessin est réalisé, de définir une tolérance et une discrétisation des lignes courbes, les numéros d'entités, et d'ajouter des ouvertures directement. De plus, en cas d'erreur, vous pouvez annuler les étapes et effacer la sélection.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>De plus, vous pouvez même importer la géométrie avec le ferraillage !</p>\n<p>Récapitulons maintenant les informations les plus importantes à connaître pour une définition correcte de l'élément voile.</p>\n<ul>\n <li>Tous les types d'<a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>appuis</strong></a> et de <strong>dispositifs de transfert</strong> peuvent être utilisés pour ce type de géométrie.</li>\n <li>Il n'est pas possible d'ajouter une <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>extrémité réduite</strong></a> au voile, la structure doit être définie dans son ensemble. </li>\n <li>Tous les types d'<strong>ouvertures</strong> peuvent être appliqués.</li>\n <li>Enfin, l'entité voile doit avoir une <strong>épaisseur</strong> constante.</li>\n</ul>\n<p>L'ensemble du modèle peut être composé de plusieurs éléments distincts. Le logiciel les connectera automatiquement. Le joint entre les voiles doit être exempt de jeux. De plus, il est possible de définir des épaisseurs différentes pour chaque élément voile utilisé dans le projet. Voir l'exemple dans l'image ci-dessous.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Beam</h2>\n<p>Cet élément peut être utilisé pour différents types de poutres. C'est à vous de décider si vous souhaitez modéliser et analyser la poutre entière ou si vous souhaitez vous concentrer sur une zone spécifique - la région de discontinuité en utilisant l'option d'extrémité réduite.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Exemple d'une poutre en berceau complète avec ouvertures</em></p>\n<p><br></p>\n<p>Supposons que vous ayez déjà conçu et vérifié le ferraillage dans les régions B, et que vous souhaitiez vous concentrer uniquement sur les régions de discontinuité de la poutre, sans passer de temps supplémentaire à modéliser la poutre entière. Aucun problème ! Dans ce cas, il est recommandé de modéliser la poutre avec extrémité réduite.</p>\n<p>La poutre peut être réduite à :</p>\n<ul>\n <li><strong>Son début</strong></li>\n <li><strong>Sa fin</strong></li>\n <li>Ou <strong>les deux</strong> simultanément</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Exemple d'une poutre avec extrémité réduite</em></p>\n<p><br></p>\n<p>Lors de la modélisation d'une poutre, vous pouvez sélectionner l'une des <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">sections transversales</a> prédéfinies dans la bibliothèque.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>La poutre est définie comme un élément 2D. La section transversale de la poutre est utilisée uniquement pour définir les épaisseurs appropriées. </p>\n<p>Récapitulons les informations pour les éléments poutre :</p>\n<ul>\n <li>Tous les types d'<a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>appuis</strong></a> et de <strong>dispositifs de transfert</strong> peuvent être utilisés pour ce type de géométrie.</li>\n <li>La poutre peut être <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>réduite</strong></a><strong> </strong>au début, à la fin, ou aux deux extrémités simultanément. </li>\n <li>Tous les types d'<strong>ouvertures</strong> peuvent être appliqués.</li>\n <li>La structure peut avoir des <strong>jarrets</strong> - il suffit de cocher la case dans la fenêtre de données et de définir les paramètres.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Assemblage en angle</h2>\n<p>Un assemblage en angle est un type d'assemblage de portique - il s'agit essentiellement de la région D la plus couramment utilisée. Parfois, ils peuvent être sous-estimés lors de la conception. Il est cependant important de leur accorder une attention particulière. Et cela peut être facile lorsque vous disposez d'un outil puissant tel que l'application IDEA StatiCa Detail. </p>\n<p>Ce qu'il est important de savoir :</p>\n<ul>\n <li>Comme pour l'élément poutre, l'assemblage en angle est également défini à l'aide d'une <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>section transversale</strong></a> sélectionnée dans la bibliothèque. </li>\n <li>Contrairement aux types voile et poutre, il n'est pas possible de définir des appuis. Seul l'usage d'<a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>extrémités réduites</strong></a> ou d'<strong>extrémités libres</strong> est autorisé dans ce cas. Néanmoins, tous les types de dispositifs de transfert de charge peuvent être appliqués à la structure.</li>\n <li>Tous les types d'<strong>ouvertures</strong> peuvent être appliqués.</li>\n <li>La structure peut avoir des <strong>jarrets</strong> - il suffit de cocher la case dans la fenêtre de données et de définir les paramètres. De plus, les éléments peuvent être <strong>inclinés</strong> selon l'angle souhaité. </li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>La géométrie de l'assemblage en angle peut varier. Dans l'application Detail, vous pouvez choisir parmi trois options pour définir la plus adaptée.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>Pour le voir en action, consultez l'image ci-dessous. Ces trois structures ont été créées avec les mêmes paramètres, uniquement avec des types d'assemblage différents.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Assemblage en croix</h2>\n<p>Cette option est identique à l'assemblage en angle. Pour les caractéristiques, voir le paragraphe précédent.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>Il existe deux types d'assemblages en croix - poutre prismatique ou poteau prismatique. La différence est illustrée dans l'image ci-dessous. </p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diaphragme</h2>\n<p>Les diaphragmes sont exactement identiques aux voiles en termes de définition de l'élément. Pour plus d'informations, veuillez consulter le paragraphe Voile.</p>\n<p>Il existe trois façons de définir la forme :</p>\n<ul>\n <li>Pont à deux voies </li>\n <li>Pont routier </li>\n <li>Et Général - par polyligne ou importé depuis le fichier DXF</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>Il est important de mentionner que ces détails (sous-régions) peuvent être divisés en deux groupes. 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"value": "<h2>1 Nouveau projet</h2>\n<figure data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae7cb3f1-214d-417c-8224-b6d703b9c794/1_1.png\" data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\" alt=\"\"></figure>\n<p>Démarrez un <a data-item-id=\"9b7994e5-6207-43cf-9f97-a754d0362241\" href=\"\"><strong>Nouveau</strong></a> projet dans <a data-item-id=\"a0e85d28-23e6-4006-94d6-f334c2be9b67\" href=\"\">IDEA StatiCa Detail</a>.</p>\n<p>Dans la première étape, sélectionnez la classe et la topologie souhaitées, vous pouvez ensuite définir le code de calcul (choisissez <strong>EN</strong>) ainsi que la classe de béton et l'enrobage (utilisez le béton <strong>C30/37</strong> et un enrobage de <strong>30 mm</strong>). Vous pouvez modifier votre choix de matériau (ou en ajouter un autre) ultérieurement, cependant, le code de calcul ne peut être choisi que lors de cette première étape du projet.</p>\n<figure data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a5663589-fde9-42df-a943-40fbf4014345/1_2.png\" data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" alt=\"\"></figure>\n<h2>2 Géométrie</h2>\n<p>Commencez la définition de la géométrie en modifiant la section transversale de l'<strong>élément</strong> <strong>M1</strong>.</p>\n<figure data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bf1fbecd-1f2e-40cf-9b46-28d0595bb46d/2_1.png\" data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" alt=\"\"></figure>\n<p>Définissez la <strong>forme en I avec semelles à chanfrein</strong>.</p>\n<figure data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ce99c108-ec5b-430d-800e-5b9edb6f0c27/2_2.png\" data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" alt=\"\"></figure>\n<p>Modifiez la largeur des semelles et la hauteur de la poutre.</p>\n<figure data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9839e7bd-5471-4883-a4c1-e28609fb85d7/2_3.png\" data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" alt=\"\"></figure>\n<p>L'<a data-item-id=\"865804fb-a8ac-42df-9ddd-e05404a48c9d\" href=\"\"><strong>ouverture</strong></a> est agrandie et déplacée vers le centre de la poutre.</p>\n<figure data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/17810c5a-140d-4372-946e-e540cad41f7d/2_4.png\" data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" alt=\"\"></figure>\n<ul>\n <li>En savoir plus sur la définition de la géométrie dans <a data-item-id=\"d687ccdc-e898-489c-91cf-c4d935406d36\" href=\"\"><strong>Types de géométrie dans Detail</strong></a></li>\n</ul>\n<h2>3 Effets de charge</h2>\n<p>Définissons maintenant la <strong>Charge</strong> du détail. Vous pouvez voir que deux cas de charge ont déjà été créés automatiquement. Modifiez légèrement le contenu des cas de charge.</p>\n<p>Pour <strong>LC1</strong> (charge permanente), modifiez les <strong>Efforts intérieurs</strong> afin de saisir les valeurs de l'effort tranchant et du moment fléchissant au niveau de l'ouverture. Dans les <strong>Impulsions de charge</strong>, conservez la valeur de la charge linéaire à <strong>-10 kN/m</strong> en Z- global.</p>\n<figure data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1773c0ed-07fd-440a-9c65-6f322ad14e20/3_2.png\" data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\" alt=\"\"></figure>\n<p>De même, modifiez les valeurs des <strong>Efforts intérieurs</strong> pour <strong>LC2</strong> (charge variable). Dans les <strong>Impulsions de charge</strong>, changez la valeur à <strong>-5 kN/m</strong> en direction Z- globale.</p>\n<figure data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ed3197b-d918-489b-8613-8fc59e89e9fd/3_4.png\" data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" alt=\"\"></figure>\n<p>Trois combinaisons non linéaires ont déjà été définies : C1 correspond aux vérifications à l'ELU. C2 est une combinaison quasi-permanente et C3 une combinaison caractéristique, toutes deux définies pour les vérifications normatives à l'ELS. Vous pouvez définir de nouvelles combinaisons si nécessaire ; trois types de combinaisons sont disponibles pour les vérifications normatives à l'ELS : caractéristique, fréquente et quasi-permanente. Vous pouvez sélectionner les vérifications à effectuer pour chaque combinaison et les coefficients partiels pour les règles de combinaison peuvent également être ajustés. Dans notre cas, nous utilisons les combinaisons prédéfinies.</p>\n<p>Les calculs ne seront effectués que pour les éléments cochés. Pour l'instant, nous laissons les trois combinaisons (C1, C2 et C3) sélectionnées.</p>\n<figure data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5376849-76d4-498e-953f-fef18b8306dc/3_6.png\" data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" alt=\"\"></figure>\n<ul>\n <li>En savoir plus sur les efforts intérieurs dans <a data-item-id=\"38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b\" href=\"\">Description générale des impulsions de charge dans l'application Detail</a></li>\n <li>En savoir plus sur les impulsions de charge dans <a data-item-id=\"05ba912c-dc0b-4a2f-9763-099001bbb052\" href=\"\">Efforts intérieurs et équilibre dans l'application Detail</a></li>\n</ul>\n<h2>4 Ferraillage</h2>\n<p>Une fois la charge définie, vous pouvez procéder à la saisie du <strong>Ferraillage</strong>. Vous utiliserez les éléments créés par le modèle.</p>\n<p>Vous pouvez modifier le diamètre des étriers et ajuster leurs espacements (la première valeur correspond à la distance du premier étrier par rapport au bord, les autres étriers seront répartis selon les distances données par la seconde valeur).</p>\n<figure data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e73ef6fa-d511-47c2-b10c-c010ded36316/4_2.png\" data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" alt=\"\"></figure>\n<p>Réduisez le diamètre des barres de ferraillage <strong>RO1</strong> autour de l'ouverture ainsi que le nombre de couches de barres horizontales/verticales et diagonales. Modifiez l'espacement entre les barres horizontales/verticales et ajustez également la longueur des barres diagonales et l'ancrage des barres horizontales/verticales.</p>\n<figure data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/327fd926-94d2-48d3-b417-68f8de3030fc/4_3.png\" data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" alt=\"\"></figure>\n<p>L'opération <strong>GB1</strong> comprend un groupe de barres à la face inférieure de la poutre. Modifiez le diamètre des barres.</p>\n<figure data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/605263be-1f0b-480f-9810-a9e18e7f6db2/4_4.png\" data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" alt=\"\"></figure>\n<ul>\n <li>Maîtrisez vos compétences en ferraillage en lisant <a data-item-id=\"6fa5f6f4-dd62-4a8b-a85b-77dc223d2e05\" href=\"\">Définition du ferraillage dans l'application Detail</a></li>\n</ul>\n<h2>5 Calcul et vérification</h2>\n<p>Procédez au calcul du projet. Accédez à l'onglet <strong>Vérification</strong> et appuyez sur le bouton <strong>Calculer</strong> dans le ruban supérieur.</p>\n<figure data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5bfb0f66-41ac-4b88-8c00-e7708211994b/5_1.png\" data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" alt=\"\"></figure>\n<p>En haut à gauche de l'écran, vous pouvez voir la synthèse de toutes les vérifications normatives et leur statut (satisfaisant/non satisfaisant).</p>\n<p>Dans le tableau à droite, tous les résultats détaillés ainsi que la quantité de charge permanente et variable appliquée peuvent être consultés. Pour l'instant, la vérification de résistance du béton à l'ELU est présentée. Dans la barre d'outils <strong>Résultats</strong>, la valeur limite du diagramme peut être modifiée. Changez la valeur de sorte que seul le béton en compression supérieure à <strong>-2 MPa</strong> soit marqué en rouge.</p>\n<figure data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2b213a23-c573-4a41-815a-4e8ba256beac/1.png\" data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" alt=\"\"></figure>\n<p>Vous pouvez afficher toutes les vérifications normatives à l'aide des boutons de la barre d'outils <strong>Résultats de vérification normative</strong>. Dans le <strong>Résumé</strong>, les principaux résultats pour l'ELU/ELS sont présentés. Cliquez par exemple sur la ligne <strong>ELU/Longueur d'ancrage</strong> pour afficher le taux de travail de l'adhérence entre le béton et le ferraillage (avec le point le plus critique indiqué dans la figure).</p>\n<figure data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7ae29cba-2d39-4d59-aa42-d270c02da894/2.png\" data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" alt=\"\"></figure>\n<p>Nous ouvrons les résultats ELS en sélectionnant une combinaison ELS, par ex. C2 ou C3.</p>\n<figure data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/59cbb2a8-dfb3-4f3e-9bd3-e2991a85a5f0/3.png\" data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" alt=\"\"></figure>\n<p>Pour ouvrir les résultats détaillés de l'ELU, cliquez sur <strong>Résistance</strong> dans les résultats de vérification normative. Comme indiqué au-dessus du tableau, la combinaison C1 a été utilisée pour la vérification à l'ELU.</p>\n<figure data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/aba8fc13-3fbe-47a8-a281-fe12c1d9f11b/4.png\" data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" alt=\"\"></figure>\n<p>De même, vous pouvez afficher les résultats pour le <strong>Béton</strong> et également pour le <strong>Ferraillage</strong> en sélectionnant l'onglet correspondant au-dessus du tableau. Vous pouvez sélectionner n'importe quelle barre de ferraillage pour voir ses résultats d'analyse et de vérification normative.</p>\n<figure data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d3cbd0bc-46fd-4d9c-8776-d71d9eb4bd21/5.png\" data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" alt=\"\"></figure>\n<ul>\n <li>Plus d'informations sur les résultats ELU dans <a data-item-id=\"dfd7d908-843b-4d1e-8f66-26343a9bf3ff\" href=\"\">Description générale des résultats ELU dans l'application Detail</a></li>\n</ul>\n<p>Les résultats détaillés de l'ELS se trouvent sous <strong>Limitation des contraintes, </strong><a data-item-id=\"ea994302-6f97-4068-818f-19f6666fdb27\" href=\"\"><strong>Ouverture de</strong></a><strong> fissure</strong> et <strong>Déflexion</strong>. Pour l'état de limitation des contraintes, la contrainte dans le béton est vérifiée pour les combinaisons C2 et C3, tandis que la vérification du ferraillage n'est appliquée que pour la combinaison C3.</p>\n<figure data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5fe709e5-124b-4c6a-949f-1720f1e7eb80/6.png\" data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" alt=\"\"></figure>\n<p>Les <strong>ouvertures de fissure</strong> calculées peuvent être affichées en cliquant sur l'icône correspondante. Les valeurs calculées sont comparées à la valeur limite w_{st,lim} qui peut être modifiée dans le ruban supérieur.</p>\n<figure data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a9405f9f-0e01-4e76-ad1c-ae7df7d478c8/7.png\" data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" alt=\"\"></figure>\n<ul>\n <li>Plus d'informations sur les résultats ELS dans <a data-item-id=\"9e7e995c-6e74-422f-af6e-88a8d7fe047f\" href=\"\">Description générale des résultats ELS dans l'application Detail</a></li>\n</ul>\n<h2>6 Rapport</h2>\n<p>Enfin, accédez à l'onglet <strong>Rapport</strong>. IDEA StatiCa propose un rapport entièrement personnalisable à imprimer ou à enregistrer dans un format modifiable.</p>\n<figure data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6d0a57ef-98c6-4dd9-8077-b3103cbfd075/8.png\" data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" alt=\"\"></figure>\n<figure data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b5212488-59ca-4a61-a429-b45cecbb29a5/6_2.png\" data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" alt=\"\"></figure>\n<p>Vous avez dimensionné, optimisé et effectué la vérification normative de la partie de la <a data-item-id=\"77764ea2-7c2a-5b80-820b-8f3db5624600\" href=\"\">poutre avec ouverture</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"beam_with_an_opening_b2933a1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"campus_cta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fe999e10_915e_01db_0f92_d63a5d682fda\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
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"taxonomyGroup": "region"
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"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
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{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
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"taxonomyGroup": "product_group"
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"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Tutorials",
"codename": "tutorial"
}
],
"taxonomyGroup": "support_center_article"
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"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
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"taxonomyGroup": "expertise_level"
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"labels": {
"name": "Labels",
"type": "taxonomy",
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{
"name": "EN (Eurocode)",
"codename": "eurocode"
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{
"name": "Detail 2D",
"codename": "detail"
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{
"name": "CSFM",
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"value": "<h4>Vérification normative complète d'un voile en béton armé ou d'une poutre voile ? Aucun problème !</h4>\n<p>L'objectif du webinaire est de présenter comment effectuer la vérification normative d'une <strong>poutre voile de forme générale</strong> dans <strong>IDEA StatiCa Detail</strong> en lien avec les résultats de l'application d'analyse par éléments finis en quelques minutes. Nous présenterons le flux de travail sur un exemple de bâtiment résidentiel en béton – exportation de la géométrie, création du sous-modèle dans IDEA StatiCa Detail, application des <strong>charges correctes</strong>, conception du ferraillage, et la vérification normative finale pour les <strong>états limites ultimes et de service</strong>.</p>\n<p>Essayez par vous-même - obtenez la <a data-item-id=\"0c872071-6a3f-4b99-8cd4-66440db9cc0d\" href=\"\">licence d'essai gratuite</a> et suivez le tutoriel étape par étape sur <a data-item-id=\"1dc3667d-ddd6-5483-8b97-e7b69923fef7\" href=\"\">Voile en béton</a>.</p>\n<figure data-asset-id=\"2a799851-47a8-48ba-a994-6142976c5204\" data-image-id=\"2a799851-47a8-48ba-a994-6142976c5204\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/177694cc-5c91-42cb-b88c-568f900670fe/Code-check%20of%20walls%20and%20deep%20beams.png\" data-asset-id=\"2a799851-47a8-48ba-a994-6142976c5204\" data-image-id=\"2a799851-47a8-48ba-a994-6142976c5204\" alt=\"\"></figure>\n<h4>La solution ultime pour les détails en béton et les parties structurelles</h4>\n<p>Les logiciels courants d'analyse par éléments finis 3D considèrent le comportement linéaire du béton. La conception et les vérifications normatives du ferraillage sont limitées, notamment pour l'<strong>état limite de service</strong> qui peut conduire au développement de <strong>fissures excessives</strong>. Tout cela est pris en charge par l'application basée sur la <a data-item-id=\"42ce7f6b-6491-4224-a01e-c4c0072ed1cd\" href=\"\">CSFM</a> IDEA StatiCa Detail. Désormais, tous les ingénieurs peuvent concevoir et vérifier efficacement des voiles ou des poutres voiles de toute forme et bien plus encore.</p>\n<p>Si vous souhaitez voir davantage de <strong>IDEA StatiCa Detail </strong>en action, deux autres webinaires enregistrés sont disponibles :</p>\n<ul>\n <li><a data-item-id=\"1300fb1c-8e32-47f3-8b21-0e8e77e1f238\" href=\"\">Comment concevoir facilement une poutre précontrainte avec des ouvertures ?</a></li>\n <li><a data-item-id=\"73d449cf-610e-5c7c-9e8c-da8093630d24\" href=\"\">Voile coulé en place – Ruzomberok (Slovaquie)</a></li>\n</ul>\n<p>Ou parcourez notre centre d'assistance pour des <a href=\"https://www.ideastatica.com/support-center-tutorials?product=concrete&label=detail\" title=\"IDEA StatiCa Detail\">tutoriels</a> et lisez le <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">contexte théorique.</a></p>\n<p><br></p>\n<h3>Enregistrement du webinaire</h3>"
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"value": "<p><br></p>\n<p>Le contexte théorique est basé sur COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>(Kaufmann et al., 2020)</p>\n<h1>Dimensionnement structurel des discontinuités en béton dans IDEA StatiCa Detail</h1>\n<h2>1 Introduction à la méthode CSFM</h2>\n<p><a href=\"#general-introduction\">1.1 Introduction générale au dimensionnement structurel des détails en béton</a><br><a href=\"#main-assumptions-and-limitations\">1.2 Hypothèses principales et limitations</a><br><a href=\"#design-tools-for-reinforcement\">1.3 Outils de dimensionnement du ferraillage</a></p>\n<h2>2 Modèle d'analyse de IDEA StatiCa Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">2.1 Introduction à la mise en œuvre par éléments finis</a><br><a href=\"#supports-and-load-transmitting-components\">2.2 Appuis et composants de transmission des charges</a><br><a href=\"#load-transfer-at-trimmed-ends-of-beams\">2.3 Transfert de charge aux extrémités réduites des poutres</a><br><a href=\"#geometric-modification-of-cross-sections\">2.4 Modification géométrique des sections transversales</a><br><a href=\"#finite-element-types\">2.5 Types d'éléments finis</a><br><a href=\"#meshing\">2.6 Maillage</a><br><a href=\"#solution-method-and-load-control-algorithm\">2.7 Méthode de résolution et algorithme de contrôle du chargement</a><br><a href=\"#presentation-of-results\">2.8 Présentation des résultats</a></p>\n<h2>3 Vérification du modèle</h2>\n<p><a href=\"#limit-states-and-crack-width-calculation\">3.1 États limites, calcul de la largeur des fissures et raidissement en traction</a></p>\n<h2>4 Vérifications structurelles selon l'EUROCODE</h2>\n<p><a href=\"#material-models-en\">4.1 Modèles de matériaux (EN)</a><br><a href=\"#safety-factors\">4.2 Coefficients de sécurité</a><br><a href=\"#ultimate-limit-state-analysis\">4.3 Analyse à l'état limite ultime</a><br><a href=\"#partially-loaded-areas\">4.4 Zones partiellement chargées (ZPC)<br></a><a href=\"#serviceability-limit-state-analysis\">4.5 Analyse à l'état limite de service</a></p>\n<h2>5 Vérifications structurelles selon ACI 318-19</h2>\n<p><a href=\"#material-models-aci\">5.1 Modèles de matériaux (ACI)</a><br><a href=\"#strength-reduction-and-load-factors\">5.2 Coefficients de réduction de résistance et coefficients de charge</a><br><a href=\"#strength-verifications\">5.3 Vérifications de résistance</a><br><a href=\"#bearing-and-anchorage-zones-partially-loaded-areas\">5.4 Zones d'appui et d'ancrage - Zones partiellement chargées<br></a><a href=\"#serviceability-verifications\">5.5 Vérifications à l'état limite de service</a></p>\n<h2>6 Vérifications structurelles selon AASHTO</h2>\n<p><a href=\"#material-models-aahsto\">6.1 Modèles de matériaux (AASHTO)</a><br><a href=\"#resistance-and-load-factors\">6.2 Coefficients de résistance et de charge</a><br><a href=\"#strength-limit-state\">6.3 État limite de résistance</a><br><a href=\"#bearing-and-anchorage-zones-resistance-partially-loaded-areas\">6.4 Résistance des zones d'appui et d'ancrage – Zones partiellement chargées</a><br><a href=\"#service-limit-state\">6.5 État limite de service</a></p>\n<h2>7 Vérifications structurelles selon AS 3600</h2>\n<p><a href=\"#material-models-aus\">7.1 Modèles de matériaux (AUS)</a><br><a href=\"#stress-reduction-and-load-factors\">7.2 Coefficients de réduction des contraintes et coefficients de charge</a><br><a href=\"#strength-and-anchorage-verifications\">7.3 Vérifications de résistance et d'ancrage</a><a href=\"#bearing-and-anchorage-zones-partially-loaded-areas\"><br></a><a href=\"#serviceability-checks\">7.4 Vérifications à l'état limite de service</a></p>\n<h2><a href=\"#prestressing-in-detail-model-description\">8 Précontrainte dans Detail - Description du modèle</a></h2>\n<p><br></p>\n<p><br></p>\n<h1>1 Introduction à la méthode CSFM</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd5c0a73_c7f6_01d0_a41f_f49bb5ffb947\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n89b745d5_92d1_0144_c339_09a2d586407e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___main_assumptions_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n82977474_109b_010e_9192_c89b1989d070\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___reinforc\"></object>\n<h1><br></h1>\n<h1>2 Modèle d'analyse de IDEA StatiCa Detail</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8f65ed14_715b_0126_0a38_3eb40e5e3816\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___finite_e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6434e25a_ef8e_0130_56f5_ecb931a9a002\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___supports_and_load_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f24ec804_736a_01ff_7457_a03deca932cb\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___load_transfer_at_t\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f358b474_c946_0142_8871_3e7f88f73212\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___geometric_modifica\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c2f22b4c_6951_01e1_9c0d_fa992ee372d5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___finite_element_typ\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n25038bc8_4783_0108_643c_159dc2de3973\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___meshing\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26862adb_98c4_0157_4b56_ce223141f487\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___solution_method_an\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6522651f_ce45_011a_1609_9229f649519b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___presentation_of_re\"></object>\n<h1><br></h1>\n<h1>3 Vérification du modèle</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ca18e028_bbea_0141_3aaf_0426d3d90f71\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___verifica\"></object>\n<h1><br></h1>\n<h1>4 Vérifications structurelles selon l'Eurocode</h1>\n<p>L'évaluation de la structure à l'aide du CSFM est réalisée par deux analyses distinctes : l'une pour les combinaisons de charges à l'ELS, et l'autre pour les combinaisons de charges à l'ELU. L'analyse à l'ELS suppose que le comportement ultime de l'élément est satisfaisant et que les conditions de plastification du matériau ne seront pas atteintes aux niveaux de charge de service. Cette approche permet l'utilisation de modèles constitutifs simplifiés (avec une branche linéaire du diagramme contrainte-déformation du béton) pour l'analyse à l'ELS, afin d'améliorer la stabilité numérique et la vitesse de calcul.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a89e48b8_dc69_01e9_0225_e67e1002a3eb\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n16448e9f_3b97_01d7_8bcb_d10c501f4fe4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___safety_factors\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8f95c03f_046c_01d7_3298_0b0bf00905fd\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___ultimate_limit_sta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f4e5df8b_4a56_01f4_bc6d_94a0519ab1a0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___partially_loaded_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6d893327_7af2_0116_cc53_17d9c523d187\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_lim\"></object>\n<h1><br></h1>\n<h1>5 Vérifications structurelles selon ACI 318-19</h1>\n<p>L'évaluation de la structure à l'aide du CSFM est réalisée par deux analyses distinctes : l'une pour les combinaisons de charges à l'ELS, et l'autre pour les combinaisons de charges de résistance. L'analyse à l'ELS suppose que le comportement sous charges factorisées est satisfaisant et que les conditions de plastification du matériau ne seront pas atteintes aux niveaux de charge de service. Cette approche permet l'utilisation de modèles constitutifs simplifiés (avec une branche linéaire du diagramme contrainte-déformation du béton) pour l'analyse à l'ELS, afin d'améliorer la stabilité numérique et la vitesse de calcul.</p>\n<p>Le CSFM est conforme à ACI 318-19, chapitre 6.8.1.1. Afin que le CSFM satisfasse aux exigences de la section 6.8.1.2 de l'ACI 318-19, de nombreux essais de vérification ont été réalisés dans diverses universités. Des articles individuels résumant les résultats de vérification et de validation sont disponibles au lien suivant.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail\">Vérifications : Detail 2D</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"defdeb25_d885_0122_ac21_b900c66ee51c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n10aa2efd_2be3_01d5_f691_0e01203aff4f\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___factors___aci\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n19ad8ac3_95d3_014d_6b6c_dedb9e7b9776\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_analysis_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n75458d2a_435d_0171_1098_68c0c0b2ef79\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___bearing_and_anchor\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d50df853_e99d_01b7_d6a8_be62222eb26d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_ver\"></object>\n<h1><br></h1>\n<h1>6 Vérifications structurelles selon AASHTO</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c7e63fe4_de7b_015b_c2e0_a2b1b2f25c67\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a_0b99d24\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05a2bbc0_d319_013e_3890_20f0449ffb21\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___resistance_and_loa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e44b5db4_1648_0181_70d3_93b498a73c64\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_limit_sta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2f8bc238_a3f3_0105_d12f_8824bbcea023\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___bearing_and_anchor_69cbe39\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bcebdf5c_cf6f_01b0_70a5_49d6e71cee96\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___service_limit_stat\"></object>\n<h1><br></h1>\n<h1>7 Vérifications structurelles selon la norme australienne AS 3600 (2018)</h1>\n<p>L'évaluation de la structure à l'aide du CSFM est réalisée par deux analyses distinctes : l'une pour les combinaisons de charges à l'ELS, et l'autre pour les combinaisons de charges de résistance. L'analyse à l'ELS suppose que le comportement sous charges factorisées est satisfaisant et que les conditions de plastification du matériau ne seront pas atteintes aux niveaux de charge de service. Cette approche permet l'utilisation de modèles constitutifs simplifiés (avec une branche linéaire du diagramme contrainte-déformation du béton) pour l'analyse à l'ELS, afin d'améliorer la stabilité numérique et la vitesse de calcul.</p>\n<p>Le CSFM est une méthode d'analyse structurelle qui satisfait aux règles générales des chapitres 6.1.1 et 6.1.2 et est définie comme (f) analyse non linéaire des contraintes au chapitre 6.1.3 - et plus loin au chapitre 6.6. </p>\n<p>L'analyse par CSFM prend en compte tous les effets non linéaires et inélastiques pertinents (à l'exception du retrait) définis au paragraphe 6.6.3. </p>\n<p>Afin de satisfaire aux exigences des sections 6.6.4 et 6.6.5 - des informations complémentaires sont disponibles dans AS3600:2018 Sup 1:2022 Section C6.6 - des vérifications et validations de la méthode ont été réalisées dans diverses universités. Des articles individuels résumant les résultats de vérification et de validation sont disponibles au lien suivant.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail\">Vérifications : Detail 2D</a></li>\n</ul>\n<p>Étant donné que IDEA StatiCa Detail est un logiciel de dimensionnement pratique, la résistance caractéristique factorisée à la compression sur cylindre à 28 jours <em>f'</em><em><sub>c</sub></em> est utilisée pour les calculs, comme décrit dans le chapitre suivant.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f210278d_66b2_01e0_7fef_b593f71d6bea\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a_b7035a6\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3dee5619_3e5b_0144_0526_70f4a37f63d5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___stress_reduction_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n96319816_17a9_0133_8d65_46becf10313b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_analysis__8bc3bfe\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3bdff4d2_a4c8_019a_0cd4_3bfdf2aa387b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_ver_77b5f2c\"></object>\n<h1><br></h1>\n<h1>8 Précontrainte - description du modèle</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5fdb2b15_9e4c_0158_62d4_cd80bf984e43\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"prestressing_in_detail___model_description__body_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"be2603b3_306b_01ae_3e08_a8db5d40bfaa\"></object>\n<h1><br></h1>\n<h1>Références</h1>\n<p>ACI Committee 318. 2019. <em>Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. \"The Prediction of Crack Widths in Hardened Concrete.\" <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. \"Crack Width and Crack Spacing In Reinforced Concrete Members.\" <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. \"Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.\" IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. \"On Development of Suitable Stress Fields for Structural Concrete.\" <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova. 2020. \"<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.\"AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. \"Structural Concrete: Cracked Membrane Model.\" <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. \"Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.\" Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. \"Truss Models in Detailing.\" <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst & Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&genre=book&isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. \"Tension Chord Model for Structural Concrete.\" <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. \"Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).\" PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. \"Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.\" Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. \"Toward a Consistent Design of Structural Concrete.\" <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Standards Australia. 2018. <em>Concrete Structures (AS 3600:2018)</em>. Sydney, NSW: Standards Australia.</p>\n<p><br></p>\n<p>Standards Australia. 2022. <em>Concrete Structures – Commentary (Supplement 1 to AS 3600:2018)</em>. Sydney, NSW: Standards Australia.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. \"The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.\" <em>ACI Journal</em> 83 (2): 219–31. </p>"
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"value": "<p>Vous découvrirez comment appliquer des conditions aux limites dans l'application IDEA StatiCa Detail qui utilise la <a data-item-id=\"86ad7678-0f7f-452a-8e0d-376ea5797b27\" href=\"\">CSFM (Méthode du Champ de Contraintes Compatible)</a>. Il existe cinq types de supports, voyons à quoi ils servent.</p>\n<h2>Supports dans IDEA StatiCa Detail</h2>\n<h4>Appui ponctuel distribué</h4>\n<p>Le premier type de support est l'<strong>appui ponctuel distribué</strong>, qui est défini sur le bord ou dans une zone du modèle où la réaction est distribuée. Grâce à cette distribution, la contrainte n'est pas concentrée en un seul point mais répartie sur une surface. Aucune variation brusque de contrainte ne se produit. Ce type de support est idéal lorsque la rotation est permise et que la distribution des contraintes est uniforme sous l'appui, notamment pour les <strong>appareils d'appui élastomériques</strong> et les <strong>appareils d'appui à pot</strong>. Découvrez la fonctionnalité des <a data-item-id=\"bc5b5556-856a-4f0d-8f32-c4e2de75e237\" href=\"\">zones partiellement chargées</a> qui est compatible uniquement avec l'appui ponctuel distribué.</p>\n<figure data-asset-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" data-image-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/76438042-0256-4eee-b9c3-96cc482f48ad/Point%20distributed%20support%20%28CSFM%29.png\" data-asset-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" data-image-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" alt=\"\"></figure>\n<h4>Appui sur plaque d'appui</h4>\n<p>Le deuxième type de support est appelé <strong>appui sur plaque d'appui</strong>. Une réaction ponctuelle est transmise au modèle via une plaque métallique qui n'est pas vérifiée et qui sert de dispositif de transfert de réaction. La plaque métallique empêche l'apparition de fissures dans le béton et se déforme. Les dimensions de la plaque peuvent influencer significativement les résultats. Ce type de support est idéal pour les structures comportant une véritable plaque métallique, comme les <strong>appareils d'appui à rouleau</strong>.</p>\n<figure data-asset-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" data-image-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d5dca6f7-506e-49ea-9248-00bd2856aa32/Bearing%20plate%20support%20%28CSFM%29.png\" data-asset-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" data-image-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" alt=\"\"></figure>\n<h4>Appui linéaire</h4>\n<p>Le troisième type de support, qui peut être considéré comme universel ou plus général que les deux précédents, est appelé <strong>appui linéaire</strong>. Il agit comme un <strong>groupe d'appuis à ressort sur une longueur définie</strong> sur le bord ou dans une zone du modèle. La rigidité du ressort est soit par défaut (correspondant à la rigidité de la structure au-dessus de l'appui), soit définie par l'utilisateur. Il est possible de modéliser un appui non linéaire agissant uniquement en compression. Ce type de support est idéal pour tout appui ne correspondant pas aux hypothèses des deux premiers types (appui ponctuel distribué, plaque d'appui), notamment les appuis linéaires et les appuis à ressort de pieux agissant uniquement en compression.</p>\n<figure data-asset-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" data-image-id=\"377ec61e-0181-42d6-b807-8551ef18e856\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/41b6a0e5-80c3-4712-bf5b-3fa1cc373c2c/Line%20support%20%28CSFM%29.png\" data-asset-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" data-image-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" alt=\"\"></figure>\n<h4>Appui suspendu</h4>\n<p>Le quatrième type de support est l'<strong>appui suspendu</strong>. L'appui appliqué à la suspension est converti, en fonction de la rotation, en appuis agissant selon les axes de chaque branche de suspension, appliqués au point où les branches de suspension pénètrent dans le béton. La partie de la suspension dépassant du béton n'est pas vérifiée. L'utilisation d'un tel support est assez évidente – système d'ancrage de levage en béton <strong>préfabriqué</strong>, notamment la boucle opérationnelle de chantier réalisée en acier de ferraillage. </p>\n<figure data-asset-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" data-image-id=\"22af22f4-8657-4453-9e4a-866083d1532b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d68c0c7a-0f69-467d-b9bc-52e66cfa8c7c/Hanging%20support%20%28CSFM%29.png\" data-asset-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" data-image-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" alt=\"\"></figure>\n<h4>Appui surfacique</h4>\n<p>Le cinquième type de support dans IDEA StatiCa Detail est l'<strong>appui surfacique</strong>. Il s'agit d'un appui ponctuel avec une surface spécifique par laquelle la réaction est transmise au modèle. La réaction est appliquée directement au ferraillage, explicitement spécifié (sinon, elle est appliquée au béton). L'utilisation d'un tel support est assez évidente – <strong>système d'ancrage de levage en béton préfabriqué</strong>, notamment la plaque métallique soudée au ferraillage, et plus généralement tous les types de systèmes d'ancrage de levage fixés (soudés) au ferraillage ou prenant appui contre celui-ci. Une autre utilisation de ce support est la modélisation de l'appui de la poutre à console (système d'appui indirect).</p>\n<figure data-asset-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" data-image-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f6e72c10-0612-4ceb-b2fb-98d198e75fd1/Patch%20support%20%28CSFM%29.png\" data-asset-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" data-image-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" alt=\"\"></figure>\n<p><strong>Pour une explication plus illustrée, consultez le webinaire où tous les types de supports sont expliqués un par un :</strong></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n47247239_695c_019f_8421_29f83787dc8a\"></object>\n<h2> Conseil pour les utilisateurs avancés</h2>\n<p>Dans l'article précédent, nous avons présenté les types de supports de base applicables dans IDEA StatiCa Detail. Cependant, il peut arriver que pour des structures spécifiques, ces types de base ne soient pas suffisants.</p>\n<p>Nous avons préparé un article portant sur des sujets spécifiques et plus avancés relatifs aux ancrages, aux appareils d'appui de ponts, etc. : <a data-item-id=\"1d52ff19-b6b3-5290-905a-178825f7cdc1\" href=\"\">Supports dans IDEA StatiCa Detail - Sujets avancés</a></p>"
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"value": "<p>Rejoignez le webinaire dont le thème central sera la théorie de la méthode qui se cache derrière le nom CSFM (<strong>Méthode du Champ de Contraintes Compatible</strong>). Le problème du calcul des structures en béton armé ouvrira le webinaire, puis les hypothèses de base de la méthode seront présentées, et les types de structures en béton armé adaptés à cette méthode seront discutés. Ensuite, nous passerons à un exemple pratique que nous utilisons pour expliquer les principes de l'analyse et des vérifications de la structure en béton armé via CSFM. Comme exemple de référence, un <strong>voile en béton armé avec une ouverture</strong>, chargé par une force concentrée appliquée sur son bord supérieur, a été sélectionné. Beaucoup d'entre vous ont rencontré cet exemple lors de l'enseignement de la méthode Bielle et tirant (STM). Les résultats de la méthode Bielle-et-tirant seront comparés à ceux obtenus par le CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>Le CSFM offre bien plus que de simples vérifications ELU. L'état avancé de la méthode repose sur la <strong>théorie du champ de compression modifié</strong>, la mise en œuvre du <strong>raidissement en traction</strong>, et la distinction entre la fissuration stabilisée et non stabilisée ; nous <strong>effectuons donc des vérifications ELS</strong> du <strong>voile</strong> en béton. Ainsi, nous pouvons observer l'<strong>ouverture de fissure</strong>, la <strong>déformation</strong> et les <strong>contraintes</strong> correspondant aux combinaisons ELS.</p>\n<p><strong>La Méthode du Champ de Contraintes Compatible (CSFM)</strong>, une nouvelle méthode permettant un calcul sophistiqué du béton armé conformément aux normes.</p>\n<p>Rejoignez nos ingénieurs produit expérimentés et calculez les estimations d'hier !</p>\n<h3>Regarder l'enregistrement du webinaire</h3>"
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"value": "<h2>Ferraillage dans les Aires Partiellement Chargées</h2>\n<p>Vous pouvez concevoir le ferraillage dans l'aire partiellement chargée de manière plus efficace depuis la version 20.1. Les barres de ferraillage font partie du modèle CSFM, et l'adhérence entre le béton et les barres est considérée comme parfaite. </p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"\"></figure>\n<h2>À propos des Aires Partiellement Chargées</h2>\n<p>Cette fonctionnalité est principalement destinée aux ingénieurs structure spécialisés dans le préfabriqué et les ouvrages d'art, qui traitent des réactions importantes au niveau des appuis ou des forces de précontrainte concentrées issues des câbles de précontrainte dans les poutres. L'avantage réside dans un dimensionnement non conservateur, permettant des économies de matériaux et de coûts.</p>\n<p>Nous avons trouvé comment traiter l'état de contrainte triaxial dans les aires partiellement chargées. Dans ces zones, l'écrasement du béton est admis, et la résistance du béton en compression peut être augmentée grâce au confinement transversal conformément aux normes en vigueur (Eurocode). L'augmentation de la résistance peut atteindre 3 fois la résistance cylindrique du béton.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>L'aire partiellement chargée se rencontre dans toute structure. Parmi les exemples typiques, on peut citer les entretoises de ponts avec une zone au-dessus des appuis, les zones sous ancrage, ou une charge concentrée sur le bord d'un voile. Les aires partiellement chargées sont dimensionnées conformément aux exigences de l'Eurocode et sont simultanément limitées par la géométrie du modèle (ouvertures, épaisseur, bords, changement brusque de section transversale).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"\"></figure>\n<p>L'augmentation de la résistance du béton peut être prise en compte si le confinement est assuré. En raison de cette condition, des barres de ferraillage sont automatiquement ajoutées pour satisfaire la condition relative au confinement et aux dispositions de l'Eurocode.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>Cette fonctionnalité garantit que les modèles convergent tout en satisfaisant aux critères de dimensionnement des normes en vigueur (Eurocode). La méthode implémentée est indépendante du maillage en éléments finis. <strong>La capacité portante est augmentée avec</strong> le <strong>changement de l'aire de béton. La conséquence de cet état est une contrainte constante sur toute la hauteur d'un cône. </strong>Des bielles fictives dispersées influencent artificiellement la rigidité du cône et redistribuent correctement la contrainte transversale qui apparaît dans cette zone. La densité de chaque bielle dispersée augmente dans la direction de la charge appliquée.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Les limitations connues découlent des normes en vigueur dans l'Eurocode.</p>\n<ul>\n <li>Les cônes ne peuvent pas se chevaucher</li>\n <li>Les aires A<sub>c1</sub> et A<sub>c0 </sub>se trouvent sur la résultante de la force appliquée</li>\n</ul>\n<p><br></p>"
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"value": "<h2>Voile</h2>\n<p>Le voile est l'entité la plus générale pouvant être définie dans votre modèle. Il existe différents cas pour lesquels vous pouvez utiliser ce détail. Il est maintenant temps d'expliquer comment. </p>\n<p>Commençons par la forme de l'élément. La forme du voile peut être définie comme suit :</p>\n<ul>\n <ul>\n <li><strong>Rectangulaire</strong> </li>\n </ul>\n</ul>\n<p>Avec cette option, il vous suffit de définir la largeur, la hauteur, l'épaisseur de l'élément et, si nécessaire, le décalage dans la direction X par rapport au coin supérieur gauche et droit.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n <ul>\n <li><strong>Polygone</strong></li>\n </ul>\n</ul>\n<p>Si vous avez besoin d'une topologie plus complexe, la forme Polygone est la solution. La géométrie peut être définie en cliquant sur le bouton Modifier la forme dans la fenêtre de données, puis dans l'assistant en utilisant des coordonnées dans les directions X et Z par rapport au système de coordonnées global. Vous pouvez ajouter de nouvelles lignes ou supprimer les lignes existantes en faisant un clic droit dans le tableau des coordonnées.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n <ul>\n <li><strong>Importer DXF</strong> </li>\n </ul>\n</ul>\n<p>En cas de forme complexe de la structure ou de plans déjà finalisés, vous pouvez utiliser la fonctionnalité d'importation depuis un fichier DXF pour définir rapidement la géométrie. </p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Cliquez simplement sur le bouton Importer DXF, sélectionnez le fichier depuis votre stockage, et commencez à sélectionner le contour de la structure. Cela peut être fait en choisissant les lignes individuellement dans la fenêtre graphique principale, ou en sélectionnant une seule ligne puis en cliquant sur le bouton Consécutif dans le ruban supérieur.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>Dans l'assistant, vous pouvez exploiter tout le potentiel des fonctionnalités du ruban supérieur - il est possible de changer les unités, de distinguer trois plans - XY, XZ et YZ dans lesquels le dessin est réalisé, de définir une tolérance et une discrétisation des lignes courbes, les numéros d'entités, et d'ajouter des ouvertures directement. De plus, en cas d'erreur, vous pouvez annuler les étapes et effacer la sélection.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>De plus, vous pouvez même importer la géométrie avec le ferraillage !</p>\n<p>Récapitulons maintenant les informations les plus importantes à connaître pour une définition correcte de l'élément voile.</p>\n<ul>\n <li>Tous les types d'<a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>appuis</strong></a> et de <strong>dispositifs de transfert</strong> peuvent être utilisés pour ce type de géométrie.</li>\n <li>Il n'est pas possible d'ajouter une <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>extrémité réduite</strong></a> au voile, la structure doit être définie dans son ensemble. </li>\n <li>Tous les types d'<strong>ouvertures</strong> peuvent être appliqués.</li>\n <li>Enfin, l'entité voile doit avoir une <strong>épaisseur</strong> constante.</li>\n</ul>\n<p>L'ensemble du modèle peut être composé de plusieurs éléments distincts. Le logiciel les connectera automatiquement. Le joint entre les voiles doit être exempt de jeux. De plus, il est possible de définir des épaisseurs différentes pour chaque élément voile utilisé dans le projet. Voir l'exemple dans l'image ci-dessous.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Beam</h2>\n<p>Cet élément peut être utilisé pour différents types de poutres. C'est à vous de décider si vous souhaitez modéliser et analyser la poutre entière ou si vous souhaitez vous concentrer sur une zone spécifique - la région de discontinuité en utilisant l'option d'extrémité réduite.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Exemple d'une poutre en berceau complète avec ouvertures</em></p>\n<p><br></p>\n<p>Supposons que vous ayez déjà conçu et vérifié le ferraillage dans les régions B, et que vous souhaitiez vous concentrer uniquement sur les régions de discontinuité de la poutre, sans passer de temps supplémentaire à modéliser la poutre entière. Aucun problème ! Dans ce cas, il est recommandé de modéliser la poutre avec extrémité réduite.</p>\n<p>La poutre peut être réduite à :</p>\n<ul>\n <li><strong>Son début</strong></li>\n <li><strong>Sa fin</strong></li>\n <li>Ou <strong>les deux</strong> simultanément</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Exemple d'une poutre avec extrémité réduite</em></p>\n<p><br></p>\n<p>Lors de la modélisation d'une poutre, vous pouvez sélectionner l'une des <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">sections transversales</a> prédéfinies dans la bibliothèque.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>La poutre est définie comme un élément 2D. La section transversale de la poutre est utilisée uniquement pour définir les épaisseurs appropriées. </p>\n<p>Récapitulons les informations pour les éléments poutre :</p>\n<ul>\n <li>Tous les types d'<a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>appuis</strong></a> et de <strong>dispositifs de transfert</strong> peuvent être utilisés pour ce type de géométrie.</li>\n <li>La poutre peut être <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>réduite</strong></a><strong> </strong>au début, à la fin, ou aux deux extrémités simultanément. </li>\n <li>Tous les types d'<strong>ouvertures</strong> peuvent être appliqués.</li>\n <li>La structure peut avoir des <strong>jarrets</strong> - il suffit de cocher la case dans la fenêtre de données et de définir les paramètres.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Assemblage en angle</h2>\n<p>Un assemblage en angle est un type d'assemblage de portique - il s'agit essentiellement de la région D la plus couramment utilisée. Parfois, ils peuvent être sous-estimés lors de la conception. Il est cependant important de leur accorder une attention particulière. Et cela peut être facile lorsque vous disposez d'un outil puissant tel que l'application IDEA StatiCa Detail. </p>\n<p>Ce qu'il est important de savoir :</p>\n<ul>\n <li>Comme pour l'élément poutre, l'assemblage en angle est également défini à l'aide d'une <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>section transversale</strong></a> sélectionnée dans la bibliothèque. </li>\n <li>Contrairement aux types voile et poutre, il n'est pas possible de définir des appuis. Seul l'usage d'<a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>extrémités réduites</strong></a> ou d'<strong>extrémités libres</strong> est autorisé dans ce cas. Néanmoins, tous les types de dispositifs de transfert de charge peuvent être appliqués à la structure.</li>\n <li>Tous les types d'<strong>ouvertures</strong> peuvent être appliqués.</li>\n <li>La structure peut avoir des <strong>jarrets</strong> - il suffit de cocher la case dans la fenêtre de données et de définir les paramètres. De plus, les éléments peuvent être <strong>inclinés</strong> selon l'angle souhaité. </li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>La géométrie de l'assemblage en angle peut varier. Dans l'application Detail, vous pouvez choisir parmi trois options pour définir la plus adaptée.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>Pour le voir en action, consultez l'image ci-dessous. Ces trois structures ont été créées avec les mêmes paramètres, uniquement avec des types d'assemblage différents.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Assemblage en croix</h2>\n<p>Cette option est identique à l'assemblage en angle. Pour les caractéristiques, voir le paragraphe précédent.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>Il existe deux types d'assemblages en croix - poutre prismatique ou poteau prismatique. La différence est illustrée dans l'image ci-dessous. </p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diaphragme</h2>\n<p>Les diaphragmes sont exactement identiques aux voiles en termes de définition de l'élément. Pour plus d'informations, veuillez consulter le paragraphe Voile.</p>\n<p>Il existe trois façons de définir la forme :</p>\n<ul>\n <li>Pont à deux voies </li>\n <li>Pont routier </li>\n <li>Et Général - par polyligne ou importé depuis le fichier DXF</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>Il est important de mentionner que ces détails (sous-régions) peuvent être divisés en deux groupes. 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"value": "<h2>1 Nouveau projet</h2>\n<figure data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae7cb3f1-214d-417c-8224-b6d703b9c794/1_1.png\" data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\" alt=\"\"></figure>\n<p>Démarrez un <a data-item-id=\"9b7994e5-6207-43cf-9f97-a754d0362241\" href=\"\"><strong>Nouveau</strong></a> projet dans <a data-item-id=\"a0e85d28-23e6-4006-94d6-f334c2be9b67\" href=\"\">IDEA StatiCa Detail</a>.</p>\n<p>Dans la première étape, sélectionnez la classe et la topologie souhaitées, vous pouvez ensuite définir le code de calcul (choisissez <strong>EN</strong>) ainsi que la classe de béton et l'enrobage (utilisez le béton <strong>C30/37</strong> et un enrobage de <strong>30 mm</strong>). Vous pouvez modifier votre choix de matériau (ou en ajouter un autre) ultérieurement, cependant, le code de calcul ne peut être choisi que lors de cette première étape du projet.</p>\n<figure data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a5663589-fde9-42df-a943-40fbf4014345/1_2.png\" data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" alt=\"\"></figure>\n<h2>2 Géométrie</h2>\n<p>Commencez la définition de la géométrie en modifiant la section transversale de l'<strong>élément</strong> <strong>M1</strong>.</p>\n<figure data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bf1fbecd-1f2e-40cf-9b46-28d0595bb46d/2_1.png\" data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" alt=\"\"></figure>\n<p>Définissez la <strong>forme en I avec semelles à chanfrein</strong>.</p>\n<figure data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ce99c108-ec5b-430d-800e-5b9edb6f0c27/2_2.png\" data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" alt=\"\"></figure>\n<p>Modifiez la largeur des semelles et la hauteur de la poutre.</p>\n<figure data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9839e7bd-5471-4883-a4c1-e28609fb85d7/2_3.png\" data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" alt=\"\"></figure>\n<p>L'<a data-item-id=\"865804fb-a8ac-42df-9ddd-e05404a48c9d\" href=\"\"><strong>ouverture</strong></a> est agrandie et déplacée vers le centre de la poutre.</p>\n<figure data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/17810c5a-140d-4372-946e-e540cad41f7d/2_4.png\" data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" alt=\"\"></figure>\n<ul>\n <li>En savoir plus sur la définition de la géométrie dans <a data-item-id=\"d687ccdc-e898-489c-91cf-c4d935406d36\" href=\"\"><strong>Types de géométrie dans Detail</strong></a></li>\n</ul>\n<h2>3 Effets de charge</h2>\n<p>Définissons maintenant la <strong>Charge</strong> du détail. Vous pouvez voir que deux cas de charge ont déjà été créés automatiquement. Modifiez légèrement le contenu des cas de charge.</p>\n<p>Pour <strong>LC1</strong> (charge permanente), modifiez les <strong>Efforts intérieurs</strong> afin de saisir les valeurs de l'effort tranchant et du moment fléchissant au niveau de l'ouverture. Dans les <strong>Impulsions de charge</strong>, conservez la valeur de la charge linéaire à <strong>-10 kN/m</strong> en Z- global.</p>\n<figure data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1773c0ed-07fd-440a-9c65-6f322ad14e20/3_2.png\" data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\" alt=\"\"></figure>\n<p>De même, modifiez les valeurs des <strong>Efforts intérieurs</strong> pour <strong>LC2</strong> (charge variable). Dans les <strong>Impulsions de charge</strong>, changez la valeur à <strong>-5 kN/m</strong> en direction Z- globale.</p>\n<figure data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ed3197b-d918-489b-8613-8fc59e89e9fd/3_4.png\" data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" alt=\"\"></figure>\n<p>Trois combinaisons non linéaires ont déjà été définies : C1 correspond aux vérifications à l'ELU. C2 est une combinaison quasi-permanente et C3 une combinaison caractéristique, toutes deux définies pour les vérifications normatives à l'ELS. Vous pouvez définir de nouvelles combinaisons si nécessaire ; trois types de combinaisons sont disponibles pour les vérifications normatives à l'ELS : caractéristique, fréquente et quasi-permanente. Vous pouvez sélectionner les vérifications à effectuer pour chaque combinaison et les coefficients partiels pour les règles de combinaison peuvent également être ajustés. Dans notre cas, nous utilisons les combinaisons prédéfinies.</p>\n<p>Les calculs ne seront effectués que pour les éléments cochés. Pour l'instant, nous laissons les trois combinaisons (C1, C2 et C3) sélectionnées.</p>\n<figure data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5376849-76d4-498e-953f-fef18b8306dc/3_6.png\" data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" alt=\"\"></figure>\n<ul>\n <li>En savoir plus sur les efforts intérieurs dans <a data-item-id=\"38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b\" href=\"\">Description générale des impulsions de charge dans l'application Detail</a></li>\n <li>En savoir plus sur les impulsions de charge dans <a data-item-id=\"05ba912c-dc0b-4a2f-9763-099001bbb052\" href=\"\">Efforts intérieurs et équilibre dans l'application Detail</a></li>\n</ul>\n<h2>4 Ferraillage</h2>\n<p>Une fois la charge définie, vous pouvez procéder à la saisie du <strong>Ferraillage</strong>. Vous utiliserez les éléments créés par le modèle.</p>\n<p>Vous pouvez modifier le diamètre des étriers et ajuster leurs espacements (la première valeur correspond à la distance du premier étrier par rapport au bord, les autres étriers seront répartis selon les distances données par la seconde valeur).</p>\n<figure data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e73ef6fa-d511-47c2-b10c-c010ded36316/4_2.png\" data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" alt=\"\"></figure>\n<p>Réduisez le diamètre des barres de ferraillage <strong>RO1</strong> autour de l'ouverture ainsi que le nombre de couches de barres horizontales/verticales et diagonales. Modifiez l'espacement entre les barres horizontales/verticales et ajustez également la longueur des barres diagonales et l'ancrage des barres horizontales/verticales.</p>\n<figure data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/327fd926-94d2-48d3-b417-68f8de3030fc/4_3.png\" data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" alt=\"\"></figure>\n<p>L'opération <strong>GB1</strong> comprend un groupe de barres à la face inférieure de la poutre. Modifiez le diamètre des barres.</p>\n<figure data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/605263be-1f0b-480f-9810-a9e18e7f6db2/4_4.png\" data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" alt=\"\"></figure>\n<ul>\n <li>Maîtrisez vos compétences en ferraillage en lisant <a data-item-id=\"6fa5f6f4-dd62-4a8b-a85b-77dc223d2e05\" href=\"\">Définition du ferraillage dans l'application Detail</a></li>\n</ul>\n<h2>5 Calcul et vérification</h2>\n<p>Procédez au calcul du projet. Accédez à l'onglet <strong>Vérification</strong> et appuyez sur le bouton <strong>Calculer</strong> dans le ruban supérieur.</p>\n<figure data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5bfb0f66-41ac-4b88-8c00-e7708211994b/5_1.png\" data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" alt=\"\"></figure>\n<p>En haut à gauche de l'écran, vous pouvez voir la synthèse de toutes les vérifications normatives et leur statut (satisfaisant/non satisfaisant).</p>\n<p>Dans le tableau à droite, tous les résultats détaillés ainsi que la quantité de charge permanente et variable appliquée peuvent être consultés. Pour l'instant, la vérification de résistance du béton à l'ELU est présentée. Dans la barre d'outils <strong>Résultats</strong>, la valeur limite du diagramme peut être modifiée. Changez la valeur de sorte que seul le béton en compression supérieure à <strong>-2 MPa</strong> soit marqué en rouge.</p>\n<figure data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2b213a23-c573-4a41-815a-4e8ba256beac/1.png\" data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" alt=\"\"></figure>\n<p>Vous pouvez afficher toutes les vérifications normatives à l'aide des boutons de la barre d'outils <strong>Résultats de vérification normative</strong>. Dans le <strong>Résumé</strong>, les principaux résultats pour l'ELU/ELS sont présentés. Cliquez par exemple sur la ligne <strong>ELU/Longueur d'ancrage</strong> pour afficher le taux de travail de l'adhérence entre le béton et le ferraillage (avec le point le plus critique indiqué dans la figure).</p>\n<figure data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7ae29cba-2d39-4d59-aa42-d270c02da894/2.png\" data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" alt=\"\"></figure>\n<p>Nous ouvrons les résultats ELS en sélectionnant une combinaison ELS, par ex. C2 ou C3.</p>\n<figure data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/59cbb2a8-dfb3-4f3e-9bd3-e2991a85a5f0/3.png\" data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" alt=\"\"></figure>\n<p>Pour ouvrir les résultats détaillés de l'ELU, cliquez sur <strong>Résistance</strong> dans les résultats de vérification normative. Comme indiqué au-dessus du tableau, la combinaison C1 a été utilisée pour la vérification à l'ELU.</p>\n<figure data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/aba8fc13-3fbe-47a8-a281-fe12c1d9f11b/4.png\" data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" alt=\"\"></figure>\n<p>De même, vous pouvez afficher les résultats pour le <strong>Béton</strong> et également pour le <strong>Ferraillage</strong> en sélectionnant l'onglet correspondant au-dessus du tableau. Vous pouvez sélectionner n'importe quelle barre de ferraillage pour voir ses résultats d'analyse et de vérification normative.</p>\n<figure data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d3cbd0bc-46fd-4d9c-8776-d71d9eb4bd21/5.png\" data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" alt=\"\"></figure>\n<ul>\n <li>Plus d'informations sur les résultats ELU dans <a data-item-id=\"dfd7d908-843b-4d1e-8f66-26343a9bf3ff\" href=\"\">Description générale des résultats ELU dans l'application Detail</a></li>\n</ul>\n<p>Les résultats détaillés de l'ELS se trouvent sous <strong>Limitation des contraintes, </strong><a data-item-id=\"ea994302-6f97-4068-818f-19f6666fdb27\" href=\"\"><strong>Ouverture de</strong></a><strong> fissure</strong> et <strong>Déflexion</strong>. Pour l'état de limitation des contraintes, la contrainte dans le béton est vérifiée pour les combinaisons C2 et C3, tandis que la vérification du ferraillage n'est appliquée que pour la combinaison C3.</p>\n<figure data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5fe709e5-124b-4c6a-949f-1720f1e7eb80/6.png\" data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" alt=\"\"></figure>\n<p>Les <strong>ouvertures de fissure</strong> calculées peuvent être affichées en cliquant sur l'icône correspondante. Les valeurs calculées sont comparées à la valeur limite w_{st,lim} qui peut être modifiée dans le ruban supérieur.</p>\n<figure data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a9405f9f-0e01-4e76-ad1c-ae7df7d478c8/7.png\" data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" alt=\"\"></figure>\n<ul>\n <li>Plus d'informations sur les résultats ELS dans <a data-item-id=\"9e7e995c-6e74-422f-af6e-88a8d7fe047f\" href=\"\">Description générale des résultats ELS dans l'application Detail</a></li>\n</ul>\n<h2>6 Rapport</h2>\n<p>Enfin, accédez à l'onglet <strong>Rapport</strong>. IDEA StatiCa propose un rapport entièrement personnalisable à imprimer ou à enregistrer dans un format modifiable.</p>\n<figure data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6d0a57ef-98c6-4dd9-8077-b3103cbfd075/8.png\" data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" alt=\"\"></figure>\n<figure data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b5212488-59ca-4a61-a429-b45cecbb29a5/6_2.png\" data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" alt=\"\"></figure>\n<p>Vous avez dimensionné, optimisé et effectué la vérification normative de la partie de la <a data-item-id=\"77764ea2-7c2a-5b80-820b-8f3db5624600\" href=\"\">poutre avec ouverture</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"beam_with_an_opening_b2933a1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"campus_cta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fe999e10_915e_01db_0f92_d63a5d682fda\"></object>"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
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"taxonomyGroup": "region"
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"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
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{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
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"taxonomyGroup": "product_group"
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"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Tutorials",
"codename": "tutorial"
}
],
"taxonomyGroup": "support_center_article"
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"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
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"taxonomyGroup": "expertise_level"
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"labels": {
"name": "Labels",
"type": "taxonomy",
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{
"name": "EN (Eurocode)",
"codename": "eurocode"
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{
"name": "Detail 2D",
"codename": "detail"
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{
"name": "CSFM",
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"value": "<h4>Vérification normative complète d'un voile en béton armé ou d'une poutre voile ? Aucun problème !</h4>\n<p>L'objectif du webinaire est de présenter comment effectuer la vérification normative d'une <strong>poutre voile de forme générale</strong> dans <strong>IDEA StatiCa Detail</strong> en lien avec les résultats de l'application d'analyse par éléments finis en quelques minutes. Nous présenterons le flux de travail sur un exemple de bâtiment résidentiel en béton – exportation de la géométrie, création du sous-modèle dans IDEA StatiCa Detail, application des <strong>charges correctes</strong>, conception du ferraillage, et la vérification normative finale pour les <strong>états limites ultimes et de service</strong>.</p>\n<p>Essayez par vous-même - obtenez la <a data-item-id=\"0c872071-6a3f-4b99-8cd4-66440db9cc0d\" href=\"\">licence d'essai gratuite</a> et suivez le tutoriel étape par étape sur <a data-item-id=\"1dc3667d-ddd6-5483-8b97-e7b69923fef7\" href=\"\">Voile en béton</a>.</p>\n<figure data-asset-id=\"2a799851-47a8-48ba-a994-6142976c5204\" data-image-id=\"2a799851-47a8-48ba-a994-6142976c5204\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/177694cc-5c91-42cb-b88c-568f900670fe/Code-check%20of%20walls%20and%20deep%20beams.png\" data-asset-id=\"2a799851-47a8-48ba-a994-6142976c5204\" data-image-id=\"2a799851-47a8-48ba-a994-6142976c5204\" alt=\"\"></figure>\n<h4>La solution ultime pour les détails en béton et les parties structurelles</h4>\n<p>Les logiciels courants d'analyse par éléments finis 3D considèrent le comportement linéaire du béton. La conception et les vérifications normatives du ferraillage sont limitées, notamment pour l'<strong>état limite de service</strong> qui peut conduire au développement de <strong>fissures excessives</strong>. Tout cela est pris en charge par l'application basée sur la <a data-item-id=\"42ce7f6b-6491-4224-a01e-c4c0072ed1cd\" href=\"\">CSFM</a> IDEA StatiCa Detail. Désormais, tous les ingénieurs peuvent concevoir et vérifier efficacement des voiles ou des poutres voiles de toute forme et bien plus encore.</p>\n<p>Si vous souhaitez voir davantage de <strong>IDEA StatiCa Detail </strong>en action, deux autres webinaires enregistrés sont disponibles :</p>\n<ul>\n <li><a data-item-id=\"1300fb1c-8e32-47f3-8b21-0e8e77e1f238\" href=\"\">Comment concevoir facilement une poutre précontrainte avec des ouvertures ?</a></li>\n <li><a data-item-id=\"73d449cf-610e-5c7c-9e8c-da8093630d24\" href=\"\">Voile coulé en place – Ruzomberok (Slovaquie)</a></li>\n</ul>\n<p>Ou parcourez notre centre d'assistance pour des <a href=\"https://www.ideastatica.com/support-center-tutorials?product=concrete&label=detail\" title=\"IDEA StatiCa Detail\">tutoriels</a> et lisez le <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">contexte théorique.</a></p>\n<p><br></p>\n<h3>Enregistrement du webinaire</h3>"
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"value": "<p><br></p>\n<p>Le contexte théorique est basé sur COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>(Kaufmann et al., 2020)</p>\n<h1>Dimensionnement structurel des discontinuités en béton dans IDEA StatiCa Detail</h1>\n<h2>1 Introduction à la méthode CSFM</h2>\n<p><a href=\"#general-introduction\">1.1 Introduction générale au dimensionnement structurel des détails en béton</a><br><a href=\"#main-assumptions-and-limitations\">1.2 Hypothèses principales et limitations</a><br><a href=\"#design-tools-for-reinforcement\">1.3 Outils de dimensionnement du ferraillage</a></p>\n<h2>2 Modèle d'analyse de IDEA StatiCa Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">2.1 Introduction à la mise en œuvre par éléments finis</a><br><a href=\"#supports-and-load-transmitting-components\">2.2 Appuis et composants de transmission des charges</a><br><a href=\"#load-transfer-at-trimmed-ends-of-beams\">2.3 Transfert de charge aux extrémités réduites des poutres</a><br><a href=\"#geometric-modification-of-cross-sections\">2.4 Modification géométrique des sections transversales</a><br><a href=\"#finite-element-types\">2.5 Types d'éléments finis</a><br><a href=\"#meshing\">2.6 Maillage</a><br><a href=\"#solution-method-and-load-control-algorithm\">2.7 Méthode de résolution et algorithme de contrôle du chargement</a><br><a href=\"#presentation-of-results\">2.8 Présentation des résultats</a></p>\n<h2>3 Vérification du modèle</h2>\n<p><a href=\"#limit-states-and-crack-width-calculation\">3.1 États limites, calcul de la largeur des fissures et raidissement en traction</a></p>\n<h2>4 Vérifications structurelles selon l'EUROCODE</h2>\n<p><a href=\"#material-models-en\">4.1 Modèles de matériaux (EN)</a><br><a href=\"#safety-factors\">4.2 Coefficients de sécurité</a><br><a href=\"#ultimate-limit-state-analysis\">4.3 Analyse à l'état limite ultime</a><br><a href=\"#partially-loaded-areas\">4.4 Zones partiellement chargées (ZPC)<br></a><a href=\"#serviceability-limit-state-analysis\">4.5 Analyse à l'état limite de service</a></p>\n<h2>5 Vérifications structurelles selon ACI 318-19</h2>\n<p><a href=\"#material-models-aci\">5.1 Modèles de matériaux (ACI)</a><br><a href=\"#strength-reduction-and-load-factors\">5.2 Coefficients de réduction de résistance et coefficients de charge</a><br><a href=\"#strength-verifications\">5.3 Vérifications de résistance</a><br><a href=\"#bearing-and-anchorage-zones-partially-loaded-areas\">5.4 Zones d'appui et d'ancrage - Zones partiellement chargées<br></a><a href=\"#serviceability-verifications\">5.5 Vérifications à l'état limite de service</a></p>\n<h2>6 Vérifications structurelles selon AASHTO</h2>\n<p><a href=\"#material-models-aahsto\">6.1 Modèles de matériaux (AASHTO)</a><br><a href=\"#resistance-and-load-factors\">6.2 Coefficients de résistance et de charge</a><br><a href=\"#strength-limit-state\">6.3 État limite de résistance</a><br><a href=\"#bearing-and-anchorage-zones-resistance-partially-loaded-areas\">6.4 Résistance des zones d'appui et d'ancrage – Zones partiellement chargées</a><br><a href=\"#service-limit-state\">6.5 État limite de service</a></p>\n<h2>7 Vérifications structurelles selon AS 3600</h2>\n<p><a href=\"#material-models-aus\">7.1 Modèles de matériaux (AUS)</a><br><a href=\"#stress-reduction-and-load-factors\">7.2 Coefficients de réduction des contraintes et coefficients de charge</a><br><a href=\"#strength-and-anchorage-verifications\">7.3 Vérifications de résistance et d'ancrage</a><a href=\"#bearing-and-anchorage-zones-partially-loaded-areas\"><br></a><a href=\"#serviceability-checks\">7.4 Vérifications à l'état limite de service</a></p>\n<h2><a href=\"#prestressing-in-detail-model-description\">8 Précontrainte dans Detail - Description du modèle</a></h2>\n<p><br></p>\n<p><br></p>\n<h1>1 Introduction à la méthode CSFM</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd5c0a73_c7f6_01d0_a41f_f49bb5ffb947\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n89b745d5_92d1_0144_c339_09a2d586407e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___main_assumptions_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n82977474_109b_010e_9192_c89b1989d070\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___reinforc\"></object>\n<h1><br></h1>\n<h1>2 Modèle d'analyse de IDEA StatiCa Detail</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8f65ed14_715b_0126_0a38_3eb40e5e3816\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___finite_e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6434e25a_ef8e_0130_56f5_ecb931a9a002\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___supports_and_load_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f24ec804_736a_01ff_7457_a03deca932cb\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___load_transfer_at_t\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f358b474_c946_0142_8871_3e7f88f73212\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___geometric_modifica\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c2f22b4c_6951_01e1_9c0d_fa992ee372d5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___finite_element_typ\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n25038bc8_4783_0108_643c_159dc2de3973\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___meshing\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26862adb_98c4_0157_4b56_ce223141f487\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___solution_method_an\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6522651f_ce45_011a_1609_9229f649519b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___presentation_of_re\"></object>\n<h1><br></h1>\n<h1>3 Vérification du modèle</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ca18e028_bbea_0141_3aaf_0426d3d90f71\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___verifica\"></object>\n<h1><br></h1>\n<h1>4 Vérifications structurelles selon l'Eurocode</h1>\n<p>L'évaluation de la structure à l'aide du CSFM est réalisée par deux analyses distinctes : l'une pour les combinaisons de charges à l'ELS, et l'autre pour les combinaisons de charges à l'ELU. L'analyse à l'ELS suppose que le comportement ultime de l'élément est satisfaisant et que les conditions de plastification du matériau ne seront pas atteintes aux niveaux de charge de service. Cette approche permet l'utilisation de modèles constitutifs simplifiés (avec une branche linéaire du diagramme contrainte-déformation du béton) pour l'analyse à l'ELS, afin d'améliorer la stabilité numérique et la vitesse de calcul.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a89e48b8_dc69_01e9_0225_e67e1002a3eb\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n16448e9f_3b97_01d7_8bcb_d10c501f4fe4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___safety_factors\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8f95c03f_046c_01d7_3298_0b0bf00905fd\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___ultimate_limit_sta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f4e5df8b_4a56_01f4_bc6d_94a0519ab1a0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___partially_loaded_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6d893327_7af2_0116_cc53_17d9c523d187\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_lim\"></object>\n<h1><br></h1>\n<h1>5 Vérifications structurelles selon ACI 318-19</h1>\n<p>L'évaluation de la structure à l'aide du CSFM est réalisée par deux analyses distinctes : l'une pour les combinaisons de charges à l'ELS, et l'autre pour les combinaisons de charges de résistance. L'analyse à l'ELS suppose que le comportement sous charges factorisées est satisfaisant et que les conditions de plastification du matériau ne seront pas atteintes aux niveaux de charge de service. Cette approche permet l'utilisation de modèles constitutifs simplifiés (avec une branche linéaire du diagramme contrainte-déformation du béton) pour l'analyse à l'ELS, afin d'améliorer la stabilité numérique et la vitesse de calcul.</p>\n<p>Le CSFM est conforme à ACI 318-19, chapitre 6.8.1.1. Afin que le CSFM satisfasse aux exigences de la section 6.8.1.2 de l'ACI 318-19, de nombreux essais de vérification ont été réalisés dans diverses universités. Des articles individuels résumant les résultats de vérification et de validation sont disponibles au lien suivant.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail\">Vérifications : Detail 2D</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"defdeb25_d885_0122_ac21_b900c66ee51c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n10aa2efd_2be3_01d5_f691_0e01203aff4f\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___factors___aci\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n19ad8ac3_95d3_014d_6b6c_dedb9e7b9776\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_analysis_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n75458d2a_435d_0171_1098_68c0c0b2ef79\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___bearing_and_anchor\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d50df853_e99d_01b7_d6a8_be62222eb26d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_ver\"></object>\n<h1><br></h1>\n<h1>6 Vérifications structurelles selon AASHTO</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c7e63fe4_de7b_015b_c2e0_a2b1b2f25c67\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a_0b99d24\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05a2bbc0_d319_013e_3890_20f0449ffb21\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___resistance_and_loa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e44b5db4_1648_0181_70d3_93b498a73c64\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_limit_sta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2f8bc238_a3f3_0105_d12f_8824bbcea023\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___bearing_and_anchor_69cbe39\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bcebdf5c_cf6f_01b0_70a5_49d6e71cee96\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___service_limit_stat\"></object>\n<h1><br></h1>\n<h1>7 Vérifications structurelles selon la norme australienne AS 3600 (2018)</h1>\n<p>L'évaluation de la structure à l'aide du CSFM est réalisée par deux analyses distinctes : l'une pour les combinaisons de charges à l'ELS, et l'autre pour les combinaisons de charges de résistance. L'analyse à l'ELS suppose que le comportement sous charges factorisées est satisfaisant et que les conditions de plastification du matériau ne seront pas atteintes aux niveaux de charge de service. Cette approche permet l'utilisation de modèles constitutifs simplifiés (avec une branche linéaire du diagramme contrainte-déformation du béton) pour l'analyse à l'ELS, afin d'améliorer la stabilité numérique et la vitesse de calcul.</p>\n<p>Le CSFM est une méthode d'analyse structurelle qui satisfait aux règles générales des chapitres 6.1.1 et 6.1.2 et est définie comme (f) analyse non linéaire des contraintes au chapitre 6.1.3 - et plus loin au chapitre 6.6. </p>\n<p>L'analyse par CSFM prend en compte tous les effets non linéaires et inélastiques pertinents (à l'exception du retrait) définis au paragraphe 6.6.3. </p>\n<p>Afin de satisfaire aux exigences des sections 6.6.4 et 6.6.5 - des informations complémentaires sont disponibles dans AS3600:2018 Sup 1:2022 Section C6.6 - des vérifications et validations de la méthode ont été réalisées dans diverses universités. Des articles individuels résumant les résultats de vérification et de validation sont disponibles au lien suivant.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail\">Vérifications : Detail 2D</a></li>\n</ul>\n<p>Étant donné que IDEA StatiCa Detail est un logiciel de dimensionnement pratique, la résistance caractéristique factorisée à la compression sur cylindre à 28 jours <em>f'</em><em><sub>c</sub></em> est utilisée pour les calculs, comme décrit dans le chapitre suivant.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f210278d_66b2_01e0_7fef_b593f71d6bea\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__a_b7035a6\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3dee5619_3e5b_0144_0526_70f4a37f63d5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___stress_reduction_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n96319816_17a9_0133_8d65_46becf10313b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___strength_analysis__8bc3bfe\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3bdff4d2_a4c8_019a_0cd4_3bfdf2aa387b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_ver_77b5f2c\"></object>\n<h1><br></h1>\n<h1>8 Précontrainte - description du modèle</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5fdb2b15_9e4c_0158_62d4_cd80bf984e43\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"prestressing_in_detail___model_description__body_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"be2603b3_306b_01ae_3e08_a8db5d40bfaa\"></object>\n<h1><br></h1>\n<h1>Références</h1>\n<p>ACI Committee 318. 2019. <em>Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. \"The Prediction of Crack Widths in Hardened Concrete.\" <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. \"Crack Width and Crack Spacing In Reinforced Concrete Members.\" <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. \"Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.\" IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. \"On Development of Suitable Stress Fields for Structural Concrete.\" <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova. 2020. \"<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.\"AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. \"Structural Concrete: Cracked Membrane Model.\" <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. \"Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.\" Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. \"Truss Models in Detailing.\" <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst & Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&genre=book&isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. \"Tension Chord Model for Structural Concrete.\" <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. \"Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).\" PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. \"Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.\" Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. \"Toward a Consistent Design of Structural Concrete.\" <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Standards Australia. 2018. <em>Concrete Structures (AS 3600:2018)</em>. Sydney, NSW: Standards Australia.</p>\n<p><br></p>\n<p>Standards Australia. 2022. <em>Concrete Structures – Commentary (Supplement 1 to AS 3600:2018)</em>. Sydney, NSW: Standards Australia.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. \"The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.\" <em>ACI Journal</em> 83 (2): 219–31. </p>"
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"value": "<p>Vous découvrirez comment appliquer des conditions aux limites dans l'application IDEA StatiCa Detail qui utilise la <a data-item-id=\"86ad7678-0f7f-452a-8e0d-376ea5797b27\" href=\"\">CSFM (Méthode du Champ de Contraintes Compatible)</a>. Il existe cinq types de supports, voyons à quoi ils servent.</p>\n<h2>Supports dans IDEA StatiCa Detail</h2>\n<h4>Appui ponctuel distribué</h4>\n<p>Le premier type de support est l'<strong>appui ponctuel distribué</strong>, qui est défini sur le bord ou dans une zone du modèle où la réaction est distribuée. Grâce à cette distribution, la contrainte n'est pas concentrée en un seul point mais répartie sur une surface. Aucune variation brusque de contrainte ne se produit. Ce type de support est idéal lorsque la rotation est permise et que la distribution des contraintes est uniforme sous l'appui, notamment pour les <strong>appareils d'appui élastomériques</strong> et les <strong>appareils d'appui à pot</strong>. Découvrez la fonctionnalité des <a data-item-id=\"bc5b5556-856a-4f0d-8f32-c4e2de75e237\" href=\"\">zones partiellement chargées</a> qui est compatible uniquement avec l'appui ponctuel distribué.</p>\n<figure data-asset-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" data-image-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/76438042-0256-4eee-b9c3-96cc482f48ad/Point%20distributed%20support%20%28CSFM%29.png\" data-asset-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" data-image-id=\"8b1b6d29-5bae-44ec-992e-cef457d6e920\" alt=\"\"></figure>\n<h4>Appui sur plaque d'appui</h4>\n<p>Le deuxième type de support est appelé <strong>appui sur plaque d'appui</strong>. Une réaction ponctuelle est transmise au modèle via une plaque métallique qui n'est pas vérifiée et qui sert de dispositif de transfert de réaction. La plaque métallique empêche l'apparition de fissures dans le béton et se déforme. Les dimensions de la plaque peuvent influencer significativement les résultats. Ce type de support est idéal pour les structures comportant une véritable plaque métallique, comme les <strong>appareils d'appui à rouleau</strong>.</p>\n<figure data-asset-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" data-image-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d5dca6f7-506e-49ea-9248-00bd2856aa32/Bearing%20plate%20support%20%28CSFM%29.png\" data-asset-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" data-image-id=\"b685fe3c-ec08-4d5f-b2e1-415a3a23b3c0\" alt=\"\"></figure>\n<h4>Appui linéaire</h4>\n<p>Le troisième type de support, qui peut être considéré comme universel ou plus général que les deux précédents, est appelé <strong>appui linéaire</strong>. Il agit comme un <strong>groupe d'appuis à ressort sur une longueur définie</strong> sur le bord ou dans une zone du modèle. La rigidité du ressort est soit par défaut (correspondant à la rigidité de la structure au-dessus de l'appui), soit définie par l'utilisateur. Il est possible de modéliser un appui non linéaire agissant uniquement en compression. Ce type de support est idéal pour tout appui ne correspondant pas aux hypothèses des deux premiers types (appui ponctuel distribué, plaque d'appui), notamment les appuis linéaires et les appuis à ressort de pieux agissant uniquement en compression.</p>\n<figure data-asset-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" data-image-id=\"377ec61e-0181-42d6-b807-8551ef18e856\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/41b6a0e5-80c3-4712-bf5b-3fa1cc373c2c/Line%20support%20%28CSFM%29.png\" data-asset-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" data-image-id=\"377ec61e-0181-42d6-b807-8551ef18e856\" alt=\"\"></figure>\n<h4>Appui suspendu</h4>\n<p>Le quatrième type de support est l'<strong>appui suspendu</strong>. L'appui appliqué à la suspension est converti, en fonction de la rotation, en appuis agissant selon les axes de chaque branche de suspension, appliqués au point où les branches de suspension pénètrent dans le béton. La partie de la suspension dépassant du béton n'est pas vérifiée. L'utilisation d'un tel support est assez évidente – système d'ancrage de levage en béton <strong>préfabriqué</strong>, notamment la boucle opérationnelle de chantier réalisée en acier de ferraillage. </p>\n<figure data-asset-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" data-image-id=\"22af22f4-8657-4453-9e4a-866083d1532b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d68c0c7a-0f69-467d-b9bc-52e66cfa8c7c/Hanging%20support%20%28CSFM%29.png\" data-asset-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" data-image-id=\"22af22f4-8657-4453-9e4a-866083d1532b\" alt=\"\"></figure>\n<h4>Appui surfacique</h4>\n<p>Le cinquième type de support dans IDEA StatiCa Detail est l'<strong>appui surfacique</strong>. Il s'agit d'un appui ponctuel avec une surface spécifique par laquelle la réaction est transmise au modèle. La réaction est appliquée directement au ferraillage, explicitement spécifié (sinon, elle est appliquée au béton). L'utilisation d'un tel support est assez évidente – <strong>système d'ancrage de levage en béton préfabriqué</strong>, notamment la plaque métallique soudée au ferraillage, et plus généralement tous les types de systèmes d'ancrage de levage fixés (soudés) au ferraillage ou prenant appui contre celui-ci. Une autre utilisation de ce support est la modélisation de l'appui de la poutre à console (système d'appui indirect).</p>\n<figure data-asset-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" data-image-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f6e72c10-0612-4ceb-b2fb-98d198e75fd1/Patch%20support%20%28CSFM%29.png\" data-asset-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" data-image-id=\"6e2f43a4-8c61-4552-a93e-8d8cb24ccb1e\" alt=\"\"></figure>\n<p><strong>Pour une explication plus illustrée, consultez le webinaire où tous les types de supports sont expliqués un par un :</strong></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n47247239_695c_019f_8421_29f83787dc8a\"></object>\n<h2> Conseil pour les utilisateurs avancés</h2>\n<p>Dans l'article précédent, nous avons présenté les types de supports de base applicables dans IDEA StatiCa Detail. Cependant, il peut arriver que pour des structures spécifiques, ces types de base ne soient pas suffisants.</p>\n<p>Nous avons préparé un article portant sur des sujets spécifiques et plus avancés relatifs aux ancrages, aux appareils d'appui de ponts, etc. : <a data-item-id=\"1d52ff19-b6b3-5290-905a-178825f7cdc1\" href=\"\">Supports dans IDEA StatiCa Detail - Sujets avancés</a></p>"
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"value": "<p>Rejoignez le webinaire dont le thème central sera la théorie de la méthode qui se cache derrière le nom CSFM (<strong>Méthode du Champ de Contraintes Compatible</strong>). Le problème du calcul des structures en béton armé ouvrira le webinaire, puis les hypothèses de base de la méthode seront présentées, et les types de structures en béton armé adaptés à cette méthode seront discutés. Ensuite, nous passerons à un exemple pratique que nous utilisons pour expliquer les principes de l'analyse et des vérifications de la structure en béton armé via CSFM. Comme exemple de référence, un <strong>voile en béton armé avec une ouverture</strong>, chargé par une force concentrée appliquée sur son bord supérieur, a été sélectionné. Beaucoup d'entre vous ont rencontré cet exemple lors de l'enseignement de la méthode Bielle et tirant (STM). Les résultats de la méthode Bielle-et-tirant seront comparés à ceux obtenus par le CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>Le CSFM offre bien plus que de simples vérifications ELU. L'état avancé de la méthode repose sur la <strong>théorie du champ de compression modifié</strong>, la mise en œuvre du <strong>raidissement en traction</strong>, et la distinction entre la fissuration stabilisée et non stabilisée ; nous <strong>effectuons donc des vérifications ELS</strong> du <strong>voile</strong> en béton. Ainsi, nous pouvons observer l'<strong>ouverture de fissure</strong>, la <strong>déformation</strong> et les <strong>contraintes</strong> correspondant aux combinaisons ELS.</p>\n<p><strong>La Méthode du Champ de Contraintes Compatible (CSFM)</strong>, une nouvelle méthode permettant un calcul sophistiqué du béton armé conformément aux normes.</p>\n<p>Rejoignez nos ingénieurs produit expérimentés et calculez les estimations d'hier !</p>\n<h3>Regarder l'enregistrement du webinaire</h3>"
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À l'avenir, il sera possible d'analyser des éléments structurels 3-D de toute topologie.</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>Chargement</h2>\n<p>La charge peut être appliquée dans la direction de n'importe quel axe d'élément via la charge linéaire. Les extrémités des éléments concernés peuvent être soumises à des forces ponctuelles (et des moments) représentant les forces nodales obtenues à partir de l'analyse globale.</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"\"></figure>\n<h2>Ferraillage</h2>\n<p>À l'aide de notre boîte de dialogue bien connue, l'utilisateur peut concevoir le ferraillage longitudinal et les étriers dans chaque élément. Les modèles prédéfinis peuvent accélérer l'ensemble du processus de conception du ferraillage. Chaque groupe de ferraillage longitudinal, ainsi que les étriers, peuvent être facilement modifiés dans la fenêtre Propriétés. </p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"\"></figure>\n<p><br></p>\n<p>Vous pouvez définir plusieurs zones de ferraillage sur la longueur de l'élément et créer une disposition de ferraillage complexe incluant <strong>différents espacements des étriers</strong> et <strong>des longueurs de barres de ferraillage longitudinales</strong>.</p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"\"></figure>\n<h2>Analyse </h2>\n<p>Plusieurs types d'analyse différents seront disponibles pour un même modèle structurel. Actuellement, seule l'<strong>analyse linéaire</strong> peut être effectuée, mais d'autres types d'analyse seront implémentés dans les versions suivantes. </p>\n<p>Quatre types d'analyses seront disponibles pour analyser les éléments en béton. Actuellement, une <strong>analyse linéaire</strong> peut être exécutée dans Concrete Member Beta, les trois autres types d'analyses sont en cours de développement ou en phase de finalisation. </p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>Analyse linéaire (LA) : implémentée dans Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>Analyse non linéaire géométrique et matérielle, incluant l'analyse thermique (GMNA) : en cours de développement</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>Méthode du Champ de Contraintes Compatible 2D (CSFM 2D) : développée/en amélioration (CSFM est disponible dans IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>Méthode du Champ de Contraintes Compatible 3D (CSFM 3D) : en cours de développement</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"\"></figure>\n<p><br></p>\n<h2>Vérification de section </h2>\n<p>Après l'analyse linéaire, l'utilisateur peut effectuer une vérification détaillée de section à l'aide de l'application RCS, qui sélectionne automatiquement les sections les plus sollicitées sur les éléments analysés et les vérifie.</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"\"></figure>\n<p><br></p>\n<p>Disponible dans les éditions <strong>Expert </strong>et <strong>Enhanced </strong>.</p>"
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"value": "<p>Dans les versions précédentes, lors de l'évaluation du béton à la fatigue, la contrainte dans le béton était calculée sur la base du diagramme contrainte-déformation parabolique-rectangulaire. </p>\n<figure data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png\" data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" alt=\"\"></figure>\n<p>Conformément à l'Eurocode, la résistance à la traction du béton doit être ignorée et une relation contrainte-déformation linéaire pour le béton en compression doit être utilisée. Désormais, pour la vérification à la fatigue, nous utilisons les mêmes diagrammes contrainte-déformation que pour les vérifications à l'ELS, c'est-à-dire un diagramme contrainte-déformation linéaire illimité.</p>\n<figure data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png\" data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" alt=\"\"></figure>\n<p>Pour le béton en compression, la valeur moyenne du module d'élasticité de Young E<sub>cm </sub>est utilisée.</p>\n<figure data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png\" data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" alt=\"\"></figure>"
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"value": "<p>Le calcul du fluage non linéaire est activé en cochant la case « Calcul du fluage non linéaire » dans les paramètres du menu <strong>Phases de construction</strong>.</p>\n<figure data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png\" data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" alt=\"\"></figure>\n<p>Les vérifications normatives avec prise en compte du fluage non linéaire ne requièrent pas la limite de 45 % de la résistance caractéristique en compression (<em>f</em><sub>ck</sub>) pour la combinaison quasi-permanente et permettent un dimensionnement économique. Voir EN 1992-1-1 art. 7.2 (3).</p>\n<p>Le fluage non linéaire est calculé conformément à l'EN 1992-1-1 art. 3.1.4 (4).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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"value": "<p>Les vérifications à l'ELS dans IDEA StatiCa prennent automatiquement en compte l'influence des coefficients r<sub>inf</sub> et r<sub>sup</sub> définis dans EN 1992-1-1 ; 5.10.9 (1) pour les effets de la précontrainte. Il n'est donc pas nécessaire de prendre en compte ces effets dans les facteurs de combinaison de l'application Beam ou dans les logiciels tiers utilisés pour l'import.</p>\n<p>Dans la figure suivante, vous pouvez voir les résultats dans l'application RCS où les effets du supremum et de l'infimum sont indiqués.</p>\n<figure data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png\" data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" alt=\"\"></figure>\n<p>Que se passe-t-il donc si nous utilisons les coefficients dans les combinaisons ? Examinons cela.</p>\n<h2>Beam</h2>\n<p>Le facteur de combinaison défini par l'utilisateur pour le cas de charge de précontrainte dans l'application Beam est pris en compte uniquement pour les diagrammes d'efforts intérieurs présentés. Le coefficient n'influencera pas la contrainte dans les câbles de précontrainte ni les efforts intérieurs utilisés pour la vérification normative (comme indiqué ci-dessus).</p>\n<figure data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png\" data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" alt=\"\"></figure>\n<p>En d'autres termes, pour les besoins de la vérification normative, les effets de la précontrainte sont définis par la section du câble de précontrainte et sa contrainte initiale. Le facteur de combinaison pour les vérifications normatives est toujours égal à un.</p>\n<h2>BIM - import</h2>\n<p>Dans les combinaisons du modèle global, les coefficients des cas de charge contenant la précontrainte doivent être égaux à 1,0. Les coefficients <em>r</em><em><sub>sup</sub></em> et <em>r</em><em><sub>inf</sub></em> seront appliqués comme décrit ci-dessus.</p>\n<h2>Comment influencer la valeur des coefficients ?</h2>\n<p>Les coefficients sont définis par la norme. Vous pouvez influencer la valeur en modifiant l'annexe nationale ou en changeant la valeur dans les paramètres de norme et de calcul dans l'application RCS. </p>\n<figure data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png\" data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" alt=\"\"></figure>\n<ul>\n <li>En savoir plus sur les paramètres de norme dans <a data-item-id=\"4c296380-45bb-40ec-ac2f-2ce0a0d47c84\" href=\"\"><strong>Paramètres de norme et de calcul dans RCS</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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"value": "<p>L'application comporte quatre onglets dédiés aux résultats ELS.</p>\n<ul>\n <li><strong>Résultats globaux</strong></li>\n <li><strong>Limitation des contraintes</strong></li>\n <li><strong>Ouverture des fissures</strong></li>\n <li><strong>Dispositions constructives</strong></li>\n</ul>\n<p>Dans le premier onglet, vous trouverez un aperçu synthétique des résultats globaux. Seuls les résultats de l'analyse sélectionnée via le contrôle de calcul sont affichés. </p>\n<figure data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png\" data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" alt=\"\"></figure>\n<p>Les autres onglets sont consacrés aux vérifications individuelles. Mais avant de les examiner, il est nécessaire de comprendre les hypothèses de calcul. Veuillez donc consulter l'article : <a data-item-id=\"6fcefe69-5439-4ac1-af76-f388fab9b968\" href=\"\">Hypothèses de calcul pour l'ELS</a>. Fort de ces connaissances, nous pouvons ensuite passer en revue les résultats individuels étape par étape.</p>\n<h2>Limitation des contraintes</h2>\n<p>La première vérification est la vérification de la limitation des contraintes. Ce calcul compare la contrainte calculée aux valeurs limites selon l'Eurocode. La manière dont les valeurs spécifiques sont obtenues et les cas de base traités (en termes de limite de contrainte) sont décrits dans l'article : <a data-item-id=\"27c146c7-45d0-47d3-b354-a8e4059db365\" href=\"\">Vérification de la limitation des contraintes</a>. </p>\n<p>Nous verrons comment exploiter les résultats et comment les influencer, une fois que nous aurons une idée de la mise en page et des options d'affichage. </p>\n<h4>Mise en page</h4>\n<p>Dans le ruban supérieur, la partie Paramètres est dédiée aux données de code et de projet. Elle est identique pour toutes les étapes du processus de travail. </p>\n<p>Les parties suivantes sont différentes. Observez la figure ci-dessous, où sont indiquées les options permettant d'ajuster la présentation graphique des résultats :</p>\n<figure data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png\" data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" alt=\"\"></figure>\n<p>Description des options :</p>\n<ol>\n <li>Option permettant de basculer entre la vue 2D et la vue 3D. En vue 2D, il est possible de choisir d'afficher la section transversale pivotée ou le résultat à l'intérieur/extérieur de la section transversale. </li>\n <li>Cet onglet permet d'activer/désactiver le diagramme de déformation pour la section en béton et en ferraillage, ainsi que d'ajuster sa taille.</li>\n <li>Cet onglet permet d'activer/désactiver le diagramme de contrainte pour la section en béton et en ferraillage, ainsi que d'ajuster sa taille.</li>\n <li>Option permettant d'afficher les valeurs extrêmes des diagrammes, toutes ou aucune.</li>\n <li>Il est également possible de modifier le remplissage du diagramme.</li>\n <li>Les deux boutons suivants permettent d'activer/désactiver les lignes de cote.</li>\n <li>La dernière partie est consacrée à la section transversale. Il est possible d'afficher les numéros des barres et des fibres et de modifier leur position. Il est également possible d'afficher la barre et la fibre extrêmes.</li>\n</ol>\n<h4>Calcul</h4>\n<p>Les autres boutons du ruban supérieur sont liés au calcul lui-même.</p>\n<figure data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png\" data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" alt=\"\"></figure>\n<p>Pour la limitation des contraintes, quatre vérifications normatives sont effectuées, comme mentionné au début du chapitre. Les deux premières vérifications, selon 7.2 (2) et 7.2 (3), sont réalisées pour les deux cas : avec ou sans l'influence des effets à long terme (rhéologie du béton). </p>\n<p>Pour les effets à court terme, le module d'élasticité <em>E</em><em><sub>cm</sub></em> est utilisé. </p>\n<p>Pour les effets à long terme, le module d'élasticité effectif <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em> est utilisé. Où <em>φ</em> est le coefficient de fluage.</p>\n<figure data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png\" data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" alt=\"\"></figure>\n<p>Les effets à long terme sont ainsi pris en compte dans le fluage.</p>\n<figure data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png\" data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" alt=\"\"></figure>\n<p>Le coefficient de fluage peut être calculé par le logiciel (option par défaut) ou défini manuellement dans <a data-item-id=\"953a0c24-4990-44c2-8f09-492e6a115342\" href=\"\">l'élément de calcul</a>. Veuillez noter que dans RCS, le calcul linéaire est utilisé pour le coefficient de fluage.</p>\n<p>La vérification normative est effectuée en comparant la contrainte calculée dans le béton et dans le ferraillage aux valeurs limites selon EN 1992-1-1 7.2. </p>\n<h4>Conseil pour les utilisateurs avancés</h4>\n<p>Il existe une option permettant d'influencer les résultats lorsque la limite est dépassée pour 7.2 (3). Il est permis de considérer une valeur plus élevée du facteur k<sub>2</sub> lorsque le calcul non linéaire du coefficient de fluage est pris en compte. </p>\n<p>Vous pouvez modifier la valeur de k<sub>2</sub> dans les paramètres de code :</p>\n<figure data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png\" data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" alt=\"\"></figure>\n<p>N'oubliez cependant pas qu'il est nécessaire de déterminer le coefficient de fluage avec plus de précision.</p>\n<p>Résumons les options disponibles :</p>\n<ul>\n <li>Le coefficient de fluage est calculé par le logiciel à l'aide d'un calcul linéaire. Dans ce cas, le facteur k<sub>2</sub> = 0,45 (valeur par défaut) doit être utilisé. </li>\n <li>Le coefficient de fluage est défini par l'utilisateur. Lorsque le fluage non linéaire est pris en compte, le facteur peut être augmenté à k<sub>2</sub> = 0,6.</li>\n</ul>\n<h2>Ouverture des fissures</h2>\n<p>Si la contrainte dans le béton est supérieure à la résistance à la traction du béton, la section est considérée comme fissurée. La vérification normative suivante dans le cadre de l'ELS est alors l'ouverture des fissures.</p>\n<p>Consultez l'article <a data-item-id=\"5b51a310-2eed-4d41-aea8-3b1a41713f43\" href=\"\">Contexte théorique - Fissures</a> pour la théorie, les hypothèses et la mise en œuvre du calcul de l'ouverture des fissures dans RCS. </p>\n<p>Pour une compréhension complète, il est également recommandé de lire l'article suivant : <a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Vérification de l'ouverture des fissures pour les sections avec un enrobage important</a>.</p>\n<p>La vérification normative de l'ouverture des fissures est effectuée en comparant la largeur calculée w<sub>k</sub> à la largeur w<sub>lim</sub> selon 7.3.1 (5). </p>\n<p>Les limites implémentées peuvent être trouvées dans les paramètres de code. </p>\n<figure data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png\" data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" alt=\"\"></figure>\n<h2>Dispositions constructives</h2>\n<p>Les dispositions constructives constituent la dernière vérification normative dans le cadre des vérifications ELS.</p>\n<p>Les efforts intérieurs pour lesquels la vérification est effectuée sont listés au début du tableau.</p>\n<p>Viennent ensuite les conditions de vérification. Toutes sont issues de l'Eurocode. La référence à l'article spécifique est toujours indiquée à côté du titre.</p>\n<p>Ces informations sont suivies des valeurs utilisées dans le calcul sur la base des données d'entrée.</p>\n<figure data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png\" data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" alt=\"\"></figure>\n<h4>Conseil pour les utilisateurs avancés</h4>\n<p>Il peut arriver que, pour accélérer le dimensionnement, un schéma simplifié du ferraillage soit saisi dans RCS. Dans ce cas, il est recommandé de désactiver les dispositions constructives dans le contrôle de calcul et de les vérifier manuellement à partir de plans plus détaillés.</p>"
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"value": "<p>Il existe cinq onglets pour les résultats ELU dans l'application.</p>\n<ul>\n <li><strong>Capacité N-M-M</strong></li>\n <li><strong>Cisaillement</strong></li>\n <li><strong>Torsion</strong></li>\n <li><strong>Interaction</strong></li>\n <li><strong>Réponse N-M-M</strong></li>\n</ul>\n<p>Avant de les parcourir, examinons le résultat global où vous pouvez trouver tous les résultats sélectionnés (en utilisant le contrôle de calcul) avec les efforts intérieurs correspondants.</p>\n<figure data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png\" data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" alt=\"\"></figure>\n<h2>Capacité N-M-M</h2>\n<p>Le premier onglet est la vérification normative de la Capacité N-M-M. Ce type de calcul fournit une vérification de l'interaction entre l'effort normal et les moments fléchissants. Si vous souhaitez connaître la théorie sous-jacente, lisez cet article : <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\"><strong>Flexion</strong></a>.</p>\n<p>Comme indiqué dans l'introduction, l'article est axé sur l'utilisation pratique. Examinons donc les différentes façons d'afficher ce type de résultat. Vous trouverez ci-dessous trois paramètres d'affichage qui peuvent être combinés entre eux.</p>\n<ul>\n <li><strong>Type de diagramme</strong>\n <ul>\n <li>Sections d'interaction </li>\n <li>Excentricité ELU</li>\n </ul>\n </li>\n <li><strong>Type de résultats</strong>\n <ul>\n <li>pour l'Extrême</li>\n <li>pour la Section</li>\n </ul>\n </li>\n <li><strong>Évaluation du diagramme d'interaction</strong>\n <ul>\n <li>NuMuMu</li>\n <li>NuMM</li>\n <li>NMuMu</li>\n </ul>\n </li>\n</ul>\n<figure data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png\" data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" alt=\"\"></figure>\n<p>Passons en revue les options de combinaison des paramètres d'affichage.</p>\n<h3>Sections d'interaction + Extrême</h3>\n<p>Nous commençons par les <strong>Sections d'interaction</strong> affichées pour l'<strong>extrême courant</strong>. Dans la barre d'outils Section de la surface d'interaction, vous pouvez afficher quatre sections d'une surface d'interaction. </p>\n<ul>\n <li>My - Mz -> surface horizontale</li>\n <li>N - M résultant -> selon le rapport courant entre My et Mz</li>\n <li>N - My -> surface verticale sur l'axe y</li>\n <li>N - Mz -> surface verticale sur l'axe z</li>\n</ul>\n<figure data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png\" data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" alt=\"\"></figure>\n<figure data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png\" data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" alt=\"\"></figure>\n<p>Vous pouvez également choisir d'afficher les charges ou le point ultime dans le diagramme. Cela peut être modifié dans le ruban supérieur dans la barre d'outils Afficher les points.</p>\n<p>Dans la barre d'outils Grille des sections de la surface d'interaction, vous pouvez ajuster la grille des diagrammes d'interaction.</p>\n<p>Les diagrammes d'interaction peuvent également être exportés vers un fichier texte ou vers un tableur. Pour ce faire, utilisez les outils de la barre d'outils Exportation du diagramme d'interaction.</p>\n<h4>Évaluation du diagramme d'interaction</h4>\n<p>Il existe trois méthodes pour évaluer le diagramme d'interaction. </p>\n<figure data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png\" data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" alt=\"\"></figure>\n<p><strong>NuMuMu</strong> - la résistance de la section transversale est déterminée en supposant une variation proportionnelle de toutes les composantes des efforts intérieurs appliqués.</p>\n<p><strong>NuMM</strong> -<strong> </strong>la résistance de la section transversale est déterminée en supposant des moments fléchissants constants.</p>\n<p><strong>NMuMu</strong> - la résistance de la section transversale est déterminée en supposant un effort normal constant.</p>\n<h3>Sections d'interaction + Section</h3>\n<p>Ensuite, nous pouvons afficher les Sections d'interaction pour plusieurs extrêmes. Pour ce faire, il suffit de modifier le Type de résultats dans le ruban supérieur. Vous verrez alors tous les extrêmes tracés sur une (ou plusieurs) section d'interaction. Si les sections d'interaction diffèrent pour les différents extrêmes, vous pouvez demander au programme de les afficher avec des couleurs différentes. Cela peut être fait dans le ruban supérieur dans la barre d'outils Paramètres de couleur. Vous pouvez également limiter le nombre de diagrammes affichés dans la barre d'outils Paramètres de dessin.</p>\n<figure data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png\" data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" alt=\"\"></figure>\n<h3>Excentricité ELU</h3>\n<p>Enfin, vous pouvez afficher le diagramme de l'excentricité de l'effort normal en fonction des efforts normaux. Il peut à nouveau être affiché pour l'Extrême ou pour la Section. </p>\n<figure data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png\" data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" alt=\"\"></figure>\n<h2>Cisaillement</h2>\n<p>Le deuxième onglet pour les vérifications normatives ELU est le Cisaillement. Tous les calculs sont effectués conformément à l'article 6.2 de l'EN 1992-1-1. Vous pouvez contrôler l'angle thêta dans le ruban supérieur. Cet angle régit l'inclinaison entre les bielles comprimées en béton et l'axe de la poutre perpendiculaire à l'effort tranchant. Vous pouvez également utiliser la fonction d'optimisation des bielles, qui peut trouver automatiquement l'angle le plus efficace. </p>\n<figure data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png\" data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" alt=\"\"></figure>\n<p>Vous pouvez bien entendu calculer la capacité au cisaillement dans les deux directions, mais vous devez être conscient de l'angle entre le gradient dans le plan du plan de déformation et les efforts tranchants résultants. Le programme peut calculer automatiquement la hauteur utile de la section transversale <em>d</em>, le bras de levier intérieur <em>z</em> et la largeur efficace <em>b</em><em><sub>w</sub></em>, mais si l'angle dépasse 20 degrés, les valeurs de la hauteur utile et du bras de levier, et par conséquent la résistance au cisaillement, pourraient être affectées. Il est donc recommandé de définir ces valeurs manuellement dans l'éditeur de ferraillage -> Paramètres utilisateur -> Section transversale.</p>\n<figure data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png\" data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" alt=\"\"></figure>\n<ul>\n <li>Lisez l'article suivant pour savoir - <a data-item-id=\"20140238-707b-59c0-86f2-a824eaf6787a\" href=\"\"><strong>Comment définir correctement le bras de levier</strong></a></li>\n</ul>\n<p>Si vous souhaitez connaître la théorie sous-jacente, lisez l'article suivant : <a data-item-id=\"a42a6426-b702-4eba-b703-d55b11365bad\" href=\"\"><strong>Cisaillement</strong></a>. Dans le chapitre <strong>Bras de levier des efforts intérieurs</strong>, vous trouverez une explication des raisons pour lesquelles il convient de définir manuellement les valeurs de la hauteur utile et du bras de levier.</p>\n<p>Un autre sujet important est l'évaluation du cisaillement dans les sections circulaires. Lisez l'article suivant pour savoir comment IDEA StatiCa RCS peut résoudre ce problème - <a data-item-id=\"6f90f137-b429-4f05-8c59-2f834c651a95\" href=\"\"><strong>Cisaillement dans RCS - sections transversales circulaires</strong></a></p>\n<h2>Torsion</h2>\n<p>L'onglet suivant pour les vérifications normatives ELU est la Torsion. Tous les calculs sont effectués conformément à l'article 6.3 de l'EN 1992-1-1. L'angle thêta est bien entendu partagé avec la vérification normative du cisaillement et peut être défini dans le ruban supérieur, tout comme pour la vérification normative du cisaillement. </p>\n<figure data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png\" data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" alt=\"\"></figure>\n<p>La section équivalente à paroi mince peut être créée automatiquement sur la base de l'étrier sélectionné. Si la situation est simple comme dans la figure suivante, il n'y a pas de problème.</p>\n<figure data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png\" data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" alt=\"\"></figure>\n<p>Mais dans le cas de sections transversales complexes comme les ponts à caisson ou les formes générales, où plusieurs étriers sont généralement définis pour la torsion, la création automatique de la section équivalente à paroi mince n'est pas suffisante. Dans ce cas, allez dans l'éditeur de ferraillage -> Paramètres utilisateur -> Torsion et effectuez la saisie manuelle.</p>\n<figure data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png\" data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" alt=\"\"></figure>\n<p>La théorie sous-jacente au calcul de la torsion est à nouveau décrite dans l'article suivant : <a data-item-id=\"0f49a9be-8632-4dc8-ad0d-c692a14ab752\" href=\"\"><strong>Torsion</strong></a>.</p>\n<h2>Interaction</h2>\n<p>L'interaction entre l'effort tranchant et la torsion peut être calculée, ainsi que l'interaction entre le cisaillement, la torsion et la flexion. Vous pouvez vérifier le béton, le ferraillage transversal et le ferraillage longitudinal. Toute la théorie sur l'interaction est décrite dans l'article suivant : <a data-item-id=\"1dd237d8-efd5-4460-9bb9-b72a65dbef5d\" href=\"\"><strong>Interaction</strong></a></p>\n<figure data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png\" data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" alt=\"\"></figure>\n<p>Mais la question est : est-il toujours nécessaire de vérifier l'interaction entre tous les efforts (V+T+M) ? Si non, où doit-on vérifier quoi ?</p>\n<p>Vous devez bien entendu vérifier la capacité N-M-M partout. Mais qu'en est-il du cisaillement ? Suivez l'article 6.2.3 (5) de l'EN 1992-1-1 où vous pouvez lire que vous n'avez pas toujours à utiliser la valeur totale de l'effort tranchant pour vérifier le ferraillage transversal.</p>\n<p>Pour le ferraillage longitudinal au-dessus des appuis, l'interaction complète n'est pas toujours nécessaire non plus. Pour en savoir plus, lisez l'article 6.2.3 (7) de l'EN 1992-1-1. Pour exclure l'effort de traction supplémentaire dans le ferraillage longitudinal dû au cisaillement, allez dans le Navigateur -> Élément de conception et activez la vérification d'interaction limitée.</p>\n<figure data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png\" data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" alt=\"\"></figure>\n<p>Ensuite, vous devez toujours choisir la combinaison pour la vérification d'interaction limitée. Cela peut être fait dans le Navigateur -> Efforts intérieurs.</p>\n<figure data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png\" data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" alt=\"\"></figure>\n<p>Lisez l'article suivant où vous pouvez trouver comment <strong>l'effort longitudinal causé par le cisaillement et la torsion est appliqué à la section transversale</strong>.</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\"><strong>Améliorations de la vérification normative d'interaction </strong></a></li>\n</ul>\n<h2>Réponse N-M-M</h2>\n<p>Ce type de calcul permet de déterminer la réponse de la section transversale lorsque la charge est appliquée. Les résultats (contrainte et déformation) sont ensuite comparés aux limites déterminées par la méthode de la déformation ultime à l'état limite.</p>\n<figure data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png\" data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" alt=\"\"></figure>\n<p>Il existe quatre options différentes pour afficher les résultats. Notez qu'elles sont identiques pour l'Interaction.</p>\n<ul>\n <li>2D</li>\n <li>3D</li>\n <li>Efforts 3D</li>\n <li>Diagramme</li>\n</ul>\n<p>Vous pouvez basculer entre elles dans le ruban supérieur. Dans la figure précédente, l'option d'affichage 2D était présentée. Si cette option est sélectionnée, vous pouvez afficher une section transversale pivotée ou des résultats pivotés. </p>\n<figure data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png\" data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" alt=\"\"></figure>\n<p>Dans la figure, les résultats étaient à l'extérieur de la section transversale. Si nécessaire, les résultats peuvent également être affichés à l'intérieur de la section.</p>\n<figure data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png\" data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" alt=\"\"></figure>\n<p>Pour la vue 2D, vous pouvez activer/désactiver la déformation et la contrainte dans le béton et le ferraillage, ajuster les étiquettes, modifier le graphique des résultats, ajouter des lignes de cote et des numéros de barres, et afficher la fibre extrême ou la barre extrême. Tous ces paramètres d'affichage sont disponibles dans le ruban supérieur dans les différentes barres d'outils.</p>\n<figure data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png\" data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" alt=\"\"></figure>\n<p>La vue 3D est présentée ci-dessous. Elle peut vous aider à comprendre les résultats de la section transversale soumise aux deux moments fléchissants <em>M</em><em><sub>y</sub></em> et <em>M</em><em><sub>z</sub></em>.</p>\n<figure data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png\" data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" alt=\"\"></figure>\n<p>Dans la vue Efforts 3D, vous pouvez afficher les efforts résultants pour le béton en compression et le ferraillage en traction ainsi qu'en compression. 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"value": "<p>La nouvelle version 21.0 d'IDEA StatiCa aspire à rationaliser davantage le processus de conception en ingénierie. Nous avons amélioré le modèle analytique pour des résultats plus précis. Nous accélérons les conceptions en ajustant la position des éléments les uns par rapport aux autres. Les ingénieurs peuvent désormais réduire considérablement le temps de définition des assemblages simples et modérés, car IDEA StatiCa les proposera automatiquement – une nouvelle fonctionnalité de proposition de conception. Les notes de version 21 décrivent également une mise à jour majeure de l'AISC avec des explications et des conseils. </p>\n<p>La nouvelle version 21.0 d'IDEA StatiCa apporte également à la communauté des ingénieurs un nouvel ensemble d'améliorations pour le béton. À commencer par l'application IDEA StatiCa Member, qui a été entièrement vérifiée et sort de la phase BETA, accompagnée d'un ensemble d'améliorations de l'application RCS, telles que la résistance au feu, ou de l'application Detail, où l'attention principale a été portée sur le solveur CSFM. Tout cela aide notre application à fournir des calculs plus rapides tout en améliorant la stabilité et la fiabilité.</p>\n<p>Calculez les estimations d'hier !</p>\n<h2>Nouveautés pour l'acier</h2>\n<h3>Solveur CBFEM mis à jour</h3>\n<ul>\n <li>Temps de calcul 30 % plus rapides</li>\n <li>Modélisation plus précise de l'assemblage des sections creuses </li>\n <li>Un nouvel ensemble de vérifications et de directives pour interpréter les résultats entre les versions</li>\n <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">En savoir plus</a></li>\n</ul>\n<h3>Améliorations de la conception des assemblages</h3>\n<ul>\n <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Options de modélisation du sommet de l'acier ; position relative des éléments</a></li>\n <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Analyse de fatigue : contrainte nominale</a></li>\n <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Mise à jour de la conformité au code AISC, nouveaux modèles d'assemblages sismiques</a></li>\n <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Sélection automatisée des modèles de conception d'assemblages</a></li>\n <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Capacité de rotation limitée par la rupture des boulons et des soudures</a></li>\n <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Résultats en feux tricolores pour les efforts dans les boulons</a></li>\n <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Formules d'ancrage étendues ; spécificités pour la norme russe</a></li>\n <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Formules d'ancrage, info-bulles</a></li>\n</ul>\n<h3>Sélection groupée avec Viewer</h3>\n<ul>\n <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">Le Viewer peut désormais exporter plusieurs assemblages</a> depuis des applications CAO/BIM en une seule opération</li>\n</ul>\n<h3>Conception d'éléments acier sans limites </h3>\n<ul>\n <li>La nouvelle application IDEA StatiCa Member est mise en ligne : elle conçoit des éléments acier généraux incluant les assemblages (l'application Connection y est intégrée)</li>\n <li>L'ingénieur structure n'a plus à estimer les effets des conditions aux limites et peut analyser et vérifier des éléments de toute topologie et chargement </li>\n <li>Capacité d'analyser les imperfections, les grandes déformations (2e ordre), les non-linéarités, la torsion et le gauchissement</li>\n <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">En savoir plus</a></li>\n</ul>\n<h2>Nouveautés pour le béton et la précontrainte</h2>\n<h3>Améliorations de conception dans RCS et Detail</h3>\n<ul>\n <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Résistance au feu des poteaux élancés</a></li>\n <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Extension du calcul de rigidité</a></li>\n <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Amélioration de la vérification d'interaction</a></li>\n <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Vérification de l'ouverture des fissures mise à jour</a></li>\n <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Améliorations de la vitesse d'analyse CSFM</a></li>\n</ul>\n<h3>Nouveaux flux de travail béton avec IDEA StatiCa Member</h3>\n<ul>\n <li>La nouvelle application IDEA StatiCa Member est mise en ligne : elle conçoit des éléments en béton à sections transversales complexes et intègre l'application RCS</li>\n <li>Toutes les vérifications ELU et ELS pour les poutres et portiques critiques de topologies variées, incluant la capacité portante, le cisaillement, la torsion, l'interaction, la limitation des contraintes et l'ouverture des fissures</li>\n <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">En savoir plus</a></li>\n</ul>\n<h2>Liens BIM</h2>\n<ul>\n <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Mise à jour de la version prise en charge des logiciels tiers</a></li>\n</ul>\n<h2>Portail utilisateur et licences </h2>\n<ul>\n <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Nouveau portail pour gérer les licences et soumettre des demandes d'assistance</a></li>\n</ul>"
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"value": "<p><em>Note : Connection Browser a été renommé en </em><em><strong>Connection Library</strong></em><em> avec la version 23.0 (avril 2023).</em></p>\n<p>IDEA StatiCa 21.1 est la deuxième version de l'année et apporte davantage de fonctionnalités que celle du printemps. Qu'avons-nous cherché à accomplir avec cette version ? Nous faisons passer nos flux de travail BIM au niveau supérieur, permettons aux ingénieurs de concevoir davantage en béton armé et précontraint, et mettons en œuvre de nombreuses fonctionnalités pour la conception d'assemblages que vous nous avez demandées du monde entier — vous, nos clients.</p>\n<p>Profitez-en et calculez les estimations d'hier !</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n55e8b52c_4beb_01b6_7e5e_ea0b767225f2\"></object>\n<h2>Nouveautés pour le BIM</h2>\n<p>Des flux de travail BIM fiables sont essentiels pour un travail de projet efficace. C'est pourquoi nous avons investi dans la mise à niveau majeure de l'application « Code-Check Manager ». Nous lui avons également donné un meilleur nom : le <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">Checkbot</a>. Cette application à l'aspect élégant est le nouveau hub des flux de travail IDEA StatiCa avec les logiciels tiers, augmentant la productivité des ingénieurs qui utilisent nos liens <a data-item-id=\"c79ee572-70be-4d42-9755-82ca8d39b5cc\" href=\"\">BIM</a>.</p>\n<h3>IDEA StatiCa Checkbot vous offre :</h3>\n<ul>\n <li>Un contrôle complet sur vos assemblages et éléments importés</li>\n <li>Une liste claire de tous les éléments importés, incluant le statut vérifié/non vérifié</li>\n <li>Une visualisation 3D des éléments et charges importés</li>\n <li>Un tableau de conversion pour les matériaux & sections transversales</li>\n <li>La gestion des combinaisons de charges</li>\n</ul>\n<p>Le <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">Checkbot</a> peut être lancé depuis votre application tierce ou en tant qu'application autonome et vous permet de combiner des données provenant de plusieurs sources. <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">En savoir plus sur IDEA StatiCa Checkbot</a>.</p>\n<h2>Nouveautés pour le béton et la précontrainte</h2>\n<p>Les poteaux en béton armé élancés sont très sensibles aux imperfections, ce qui exerce une pression supplémentaire sur les ingénieurs tout au long du cycle de conception et de construction. IDEA StatiCa Member, équipé d'un nouveau solveur GMNIA dans la version 21.1, fournit un outil fiable pour les ingénieurs qui doivent produire des rapports de calcul clairs et complets pour les poteaux élancés. <a data-item-id=\"87b9d2ac-7457-4179-b8ef-32ff8ec8f822\" href=\"\">En savoir plus sur la conception des poteaux élancés.</a></p>\n<p>IDEA StatiCa Detail s'est révélé être un outil de conception structurelle unique pour les éléments et détails critiques dans les structures en béton armé. La version 21.1 étend IDEA StatiCa Detail au béton précontraint. Les ingénieurs peuvent désormais comprendre, concevoir et effectuer la vérification normative des discontinuités dans les éléments et détails préfabriqués. Cela réduit considérablement le temps nécessaire à la conception des poutres précontraintes, des diaphragmes, etc. <a data-item-id=\"0da35ada-445f-4099-85e6-95621c010fea\" href=\"\">En savoir plus sur la conception des régions de discontinuité précontraintes.</a></p>\n<p>Les autres améliorations en matière de béton et de précontrainte comprennent :</p>\n<ul>\n <li><a data-item-id=\"35d89861-cb2d-4650-8b12-d26a4d5e3603\" href=\"\">Accélération du solveur IDEA StatiCa pour la conception des discontinuités en béton jusqu'à 30 %</a></li>\n <li><a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Vérification améliorée de la largeur des fissures pour les sections transversales avec un grand enrobage</a></li>\n <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Import en masse depuis un dessin DXF</a> vers Detail (dans le correctif 21.1.1 et versions ultérieures)</li>\n <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Classement des cas de charge dans Detail</a> (dans le correctif 21.1.1 et versions ultérieures)</li>\n</ul>\n<h2>Nouveautés pour l'acier</h2>\n<p>IDEA StatiCa Connection devient rapidement le choix standard pour la <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">conception d'assemblages</a> dans le monde entier. La version 21.1 apporte diverses améliorations de la vérification normative et de la modélisation, ainsi qu'une nouvelle approche pour gérer les conceptions d'assemblages répétitives.</p>\n<p>Connection Browser est disponible ! Cet outil unique vous aidera à trouver une solution de conception adaptée à partir d'une bibliothèque de conceptions prédéfinies et à les appliquer immédiatement. Connection Browser fonctionnera avec trois bases de données d'assemblages acier. La première est l'ensemble défini par IDEA StatiCa dans chaque installation. La deuxième est l'ensemble des conceptions d'assemblages créées et sauvegardées par chaque utilisateur. La troisième sera un ensemble d'assemblages propre à chaque entreprise que nos clients pourront créer et maintenir (cela sera publié dans l'un des correctifs de la version 21.1, dans quelques semaines). <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">En savoir plus sur Connection Browser</a>.</p>\n<h3>Améliorations de la conception et de l'analyse des assemblages :</h3>\n<ul>\n <li><a data-item-id=\"940e97db-790e-439d-95b7-c99b79c53c43\" href=\"\">Nombre personnalisé de modes de flambement</a> – vous pouvez désormais définir jusqu'à 30 modes de flambement</li>\n <li><a data-item-id=\"5d9eadfb-a1b8-4e37-ad1f-d17a3287fcea\" href=\"\">Aciers européens selon les fiches produits</a> – spécifiquement pour le marché britannique</li>\n <li><a data-item-id=\"174db5ba-2d90-4846-b707-8c98bb6e6050\" href=\"\">Visualisation 3D des déformations</a> des éléments en acier</li>\n <li><a data-item-id=\"287c55f9-dc18-4fff-a491-71a1641679f6\" href=\"\">Utilisation des coordonnées globales/locales dans les paramètres d'appuis</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vérification normative améliorée des soudures</a> – selon l'Eurocode et la norme indienne</li>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Options de type d'appui pour les boulons</a> désormais entièrement remplacées</li>\n <li><a data-item-id=\"1ecd38ea-c2c8-4753-9b2b-c6288be8d2b3\" href=\"\">Proposition de conception par clic droit de la souris</a> (dans le correctif 21.1.2 et versions ultérieures)</li>\n <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Surface - nouvelle méthode de coupe tout autour</a> (dans le correctif 21.1.2 et versions ultérieures)</li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Avertissement pour les boulons traversants dans les sections creuses</a> (dans le correctif 21.1.2 et versions ultérieures)</li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Mise à jour de la vérification de la résistance au glissement selon SP16</a> (dans le correctif 21.1.4 et versions ultérieures)</li>\n <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Assemblage de platine de base sans ancrages</a> (dans le correctif 21.1.4 et versions ultérieures)</li>\n</ul>\n<h2>Licences</h2>\n<p>Certaines applications obsolètes seront supprimées du fichier d'installation 21.1. 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Vous pouvez parcourir directement les conceptions disponibles pour tous les éléments actuels dans la topologie de votre assemblage.</p>\n<figure data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png\" data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" alt=\"\"></figure>\n<p>Pour les géométries non standard, essayez de sélectionner uniquement un sous-ensemble (c'est-à-dire deux ou trois) d'éléments à la fois. Passez la Géométrie en mode Sélection et utilisez l'outil de sélection en maintenant CTRL pour sélectionner plusieurs éléments dans la scène. Confirmez la sélection avec Entrée, la barre d'espace ou le bouton droit de la souris. Le proposeur filtrera les topologies en fonction de votre sélection.</p>\n<figure data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png\" data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" alt=\"\"></figure>\n<p>Une fois que vous avez trouvé une conception adaptée, elle est directement appliquée à la partie sélectionnée de l'assemblage.</p>\n<figure data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif\" data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" alt=\"\"></figure>\n<p>Pour afficher le contenu complet de la bibliothèque, passez la Topologie sur Aucune. Vous pouvez également filtrer les conceptions selon différents critères : conceptions incluant des boulons ou des soudures, ou activer/désactiver la bibliothèque de conceptions par défaut d'IDEA StatiCa ou votre ensemble de conceptions privé (créé par l'utilisateur).</p>\n<figure data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png\" data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\" alt=\"\"></figure>\n<p>Vous pouvez désormais ajouter toute conception personnalisée créée dans la bibliothèque en sélectionnant la commande <strong>Publier</strong> dans le ruban. Dans la boîte de dialogue suivante, vous pouvez spécifier le Jeu de Conceptions d'Assemblages (CDS) dans lequel la conception sera sauvegardée. Pour l'instant, la conception sera incluse dans la bibliothèque privée de l'utilisateur – Jeu de Données Utilisateur. D'autres fonctionnalités seront ajoutées dans les versions futures d'IDEA StatiCa (la possibilité de partager les conceptions, etc.).</p>\n<figure data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png\" data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" alt=\"\"></figure>\n<p>La conception personnalisée nouvellement ajoutée sera disponible dans le Connection Browser (sous la boîte de dialogue Proposer) pour une utilisation ultérieure dans le flux de travail de conception.</p>\n<figure data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png\" data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" alt=\"\"></figure>\n<p>Tous les éléments de conception d'assemblages de l'utilisateur peuvent être gérés par la commande <strong>Gérer</strong> dans le ruban : vous pouvez facilement supprimer et modifier les conceptions (dans la version actuelle, seuls le nom et la version peuvent être modifiés, d'autres fonctionnalités seront ajoutées prochainement).</p>\n<figure data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png\" data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" alt=\"\"></figure>\n<p>Migration des modèles actuels – la fonctionnalité actuelle pour les modèles dans IDEA StatiCa Connection sera progressivement remplacée par le Connection Browser. Nous conseillons à tous les utilisateurs de sauvegarder leurs modèles actuels en tant que conceptions personnelles dans le Connection Browser.</p>\n<p>Disponible dans les éditions <strong>Expert</strong> et <strong>Enhanced</strong> d'IDEA StatiCa Steel.</p>"
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"value": "<p><em>Remarque : Le navigateur d'assemblages a été renommé </em><em><strong>Connection Library</strong></em><em> avec la version 23.0 (avril 2023).</em></p>\n<p>Découvrez toutes les fonctionnalités d'IDEA StatiCa 22.0 et comparez-les avec le <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">navigateur d'assemblages (v21.1)</a> introduit dans la version précédente.</p>\n<h3>Ensemble d'assemblages de l'entreprise</h3>\n<p>Un ensemble de conceptions d'assemblages d'entreprise est un ensemble de conceptions enregistrées (modèles) créées par vous ou vos collègues de la même entreprise. L'ensemble est accessible à tous les utilisateurs de l'entreprise (selon le groupe de licences de l'entreprise), tandis que les utilisateurs d'autres entreprises ne peuvent pas voir, utiliser ou accéder à ces éléments de conception.</p>\n<figure data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png\" data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" alt=\"\"></figure>\n<p>Chaque utilisateur d'une entreprise peut rechercher et appliquer les conceptions d'entreprise enregistrées, ainsi qu'ajouter une nouvelle conception à l'ensemble de l'entreprise. Après avoir créé votre assemblage personnalisé, appuyez sur le bouton <strong>Publier</strong> dans le ruban supérieur, spécifiez la description et sélectionnez l'ensemble de conceptions d'assemblages (CDS) pour enregistrer votre assemblage en tant que nouveau modèle. Les éléments privés ne seront disponibles que pour vous, tandis que les éléments d'entreprise sont partagés avec vos collègues. </p>\n<figure data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png\" data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" alt=\"\"></figure>\n<p>Pour afficher et gérer vos ensembles de conceptions privés et d'entreprise, utilisez le bouton <strong>Gérer </strong>dans le ruban supérieur.</p>\n<figure data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png\" data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" alt=\"\"></figure>\n<h3>Vidéo de présentation des ensembles d'entreprise dans le nouveau navigateur d'assemblages :</h3>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"aef4f8f2_695c_015e_3239_21c0b59e532a\"></object>\n<h3>Filtres améliorés pour gérer les conceptions</h3>\n<p>Dans le navigateur d'assemblages (ouvert par le bouton <strong>Proposer </strong>dans le ruban supérieur), vous pouvez trouver une galerie de toutes les conceptions enregistrées proposées pour une géométrie donnée (voir <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">l'article des notes de version 21.1</a> pour vous familiariser avec l'interface et découvrir comment travailler avec la géométrie). Pour trouver facilement la conception souhaitée, vous pouvez activer et désactiver les éléments en fonction des connecteurs utilisés (ancrages, boulons, soudures, cornières) grâce au filtre situé à gauche.</p>\n<figure data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png\" data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" alt=\"\"></figure>\n<p>Au-dessus de l'aperçu en galerie des conceptions, vous pouvez activer et désactiver les trois différents ensembles de conceptions :</p>\n<p><em><strong>L'ensemble de conceptions d'assemblages IDEA StatiCa</strong></em><em> est un ensemble d'éléments de conception (modèles) créés pour vous par l'équipe IDEA StatiCa et accessibles à tous les utilisateurs sans limitation.</em></p>\n<p><em><strong>L'ensemble de conceptions d'assemblages privé</strong></em><em> est un ensemble d'éléments de conception (modèles) créés par un utilisateur et accessibles uniquement par cet utilisateur (selon le compte utilisateur). Aucun autre utilisateur ne peut voir, utiliser ou accéder à ces éléments de conception.</em></p>\n<p><em><strong>L'ensemble de conceptions d'assemblages d'entreprise</strong></em><em> est un ensemble d'éléments de conception (modèles) créés par des utilisateurs d'une entreprise et accessibles par les utilisateurs de cette entreprise (selon le groupe de licences du compte d'entreprise). Les utilisateurs d'autres entreprises ne peuvent pas voir, utiliser ou accéder à ces éléments de conception.</em></p>\n<h3>Le bouton droit de la souris ouvre le navigateur d'assemblages</h3>\n<p>Cette fonctionnalité constitue une étape supplémentaire dans l'intégration du navigateur d'assemblages dans l'interface IDEA StatiCa Connection et remplace l'ancienne fonctionnalité similaire accessible par le bouton droit de la souris. Un raccourci pour ceux qui aiment aller vite : un clic droit sur un élément dans la scène 3D propose automatiquement les conceptions correspondantes de votre bibliothèque.</p>\n<p>L'interface des fonctionnalités du bouton droit de la souris <strong>Connecter à</strong>,<strong> Ancrer</strong> et<strong> Modifier</strong> reste identique. Au lieu d'un ensemble fixe de modèles généraux, le navigateur d'assemblages propose des conceptions adaptées au nombre d'éléments sélectionnés, à leur géométrie et à leurs sections transversales.</p>\n<figure data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png\" data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" alt=\"\"></figure>\n<p>Le flux de travail de sélection par clic droit avec le navigateur d'assemblages intégré :</p>\n<ul>\n <li>Cliquez avec le bouton droit de la souris sur un élément</li>\n <li>Cliquez sur <strong>Connecter à</strong> (ou Ancrer ou Modifier)</li>\n <li>Vous pouvez sélectionner un ou plusieurs éléments auxquels vous connecter. Plusieurs éléments peuvent être sélectionnés en maintenant la touche CTRL ou MAJ enfoncée, ou en faisant glisser la souris dans la scène</li>\n <li>Appuyez sur la barre d'espace pour confirmer la sélection</li>\n <li>Choisissez l'une des conceptions proposées dans le navigateur d'assemblages</li>\n</ul>\n<p>La fonctionnalité du bouton droit de la souris est disponible depuis le correctif 21.1.1.</p>\n<h3>Fonctionnalité de sélection</h3>\n<p>Comme mentionné ci-dessus, vous pouvez sélectionner plusieurs éléments en maintenant la touche CTRL ou MAJ enfoncée et en les sélectionnant dans la scène. Confirmez la sélection par la touche Espace, la touche Entrée ou par un autre clic droit.</p>\n<p>Vous pouvez également sélectionner plusieurs éléments en cliquant et en faisant glisser la fenêtre de sélection. 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"value": "<p><strong>La conception des assemblages acier-bois </strong>est une nouvelle étape permettant aux utilisateurs de concevoir et de soumettre à la vérification normative différents types d'assemblages et d'éléments en plusieurs matériaux.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Exemple d'assemblages acier-bois</em></p>\n<p>Les résultats sur les <strong>platines d'assemblage en acier</strong> peuvent être obtenus. Les vérifications normatives des platines en acier sont disponibles selon le code choisi. Les vérifications normatives des éléments en bois, des boulons et des broches ne sont pas fournies et doivent être effectuées par une application tierce. En revanche, l'application IDEA StatiCa Connection fournit les efforts de cisaillement et de traction agissant sur chaque boulon ou broche pour une vérification normative manuelle précise.</p>\n<p>Voir également l'<a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">article de fond théorique sur les assemblages acier-bois</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Modèles et opérations de fabrication</h3>\n<p>Deux nouvelles opérations de fabrication ont été implémentées pour les éléments en bois – Gousset et Platine d'assemblage. Les utilisateurs peuvent effectuer la sélection dans le menu des opérations de fabrication.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Opérations de fabrication Gousset et Platine d'assemblage pour les éléments en bois</em></p>\n<p><br></p>\n<p>Pour vous aider dans la conception des assemblages acier-bois, de nouveaux modèles ont été ajoutés à l'assistant de l'application.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Modèles d'assemblages acier-bois</em></p>\n<h3>Mises à jour de la fonctionnalité</h3>\n<p>La vérification des assemblages bois a été implémentée dans la version 20.0 d'IDEA StatiCa.</p>\n<p>Depuis le correctif 22.0.1, il est possible de visualiser l'angle de fil résultant pour la vérification des boulons. Voir l'<a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">article des Notes de version 22.1</a> dédié à ce sujet.</p>\n<figure data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bcb389d3-f3bc-44ad-a7b5-da46852c5f0a/TimberAngles.png\" data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" alt=\"\"></figure>\n<p>Depuis le correctif 23.0.1, un avertissement est affiché pour souligner que les boulons traversant l'élément en bois ne sont pas vérifiés (dans la scène 3D et dans le rapport).</p>\n<figure data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0774a5ce-0efc-491c-9bd6-b5e8d0e2a229/Timber%20warning%2023-0.png\" data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" alt=\"\"></figure>\n<p>Cette fonctionnalité est disponible pour la version <strong>Enhanced</strong> d'IDEA StatiCa Steel.</p>\n<h3>Webinaires et autres ressources</h3>\n<p>Découvrez les possibilités de la vérification des assemblages bois en pratique dans l'enregistrement du webinaire <a data-item-id=\"b57ff28d-bfd1-40a5-bd3a-081042f90081\" href=\"\">Connection Wednesdays - Optimization of timber column anchoring</a>.</p>\n<figure data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bc92f8a6-c95d-4d5b-945a-4cad2c7f07c7/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring.png\" data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" alt=\"\"></figure>\n<p>Sur notre blog, vous pouvez lire un article sur la <a data-item-id=\"d8e3456b-1ac7-4a63-9eed-1a60eea8542e\" href=\"\">conception des assemblages acier-bois</a> de juillet 2020.</p>\n<p>Consultez l'étude de cas d'une <a data-item-id=\"b016f9ce-4868-4abd-be3e-8c94465267d0\" href=\"\">maison individuelle dans le Massachusetts</a> réalisée par notre client - CRAFT Engineers.</p>\n<figure data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d77dda04-b786-40ad-8696-3b7b35eca684/Steel%20to%20timber%20connection.jpg\" data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" alt=\"\"></figure>\n<figure data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e5e277b9-b347-4bbd-9c3c-04ae623d796f/Family%20Home%20in%20Massachusetts%204.jpg\" data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" alt=\"\"></figure>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n12a99c2f_c709_0199_cbf3_b96fda241437\"></object>"
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"value": "<h2>Modèle de boulon selon CBFEM</h2>\n<p>IDEA StatiCa dispose d'une méthode unique dans son solveur, la <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">Méthode des Éléments Finis basée sur les composants (CBFEM)</a>. Le modèle de boulon utilisé dans le CBFEM est décrit et vérifié selon plusieurs codes de calcul des structures acier. La résistance aux charges et la capacité de déformation sont également comparées aux principaux programmes de recherche expérimentale.</p>\n<p>Dans la Méthode des Éléments Finis basée sur les composants (CBFEM), le boulon avec son comportement en traction, en cisaillement et en pression diamétrale est le composant décrit par des ressorts non linéaires dépendants. Le boulon en traction est décrit par un ressort avec sa rigidité initiale axiale, sa résistance de calcul, l'initialisation de la plastification et la capacité de déformation. Pour l'initialisation de la plastification et la capacité de déformation, il est supposé que la déformation plastique se produit uniquement dans la partie filetée de la tige du boulon.</p>\n<p>Dans notre base théorique, vous pouvez trouver <a data-item-id=\"c2cc67f3-4000-4959-a195-b28becf63f2a\" href=\"\">plus d'informations sur la façon dont la méthode CBFEM décrit et vérifie les boulons</a>. Si vous souhaitez en savoir un peu plus sur CBFEM en général, la <a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">base théorique générale</a> complète est définitivement le meilleur point de départ.</p>\n<h2>Boulons selon les codes de calcul</h2>\n<p>Voyons comment CBFEM aborde les boulons du point de vue des différents codes de calcul. Jusqu'à présent, IDEA StatiCa prend en charge huit codes de calcul dans lesquels le dimensionnement et/ou le détaillage des boulons et des boulons précontraints sont traités. </p>\n<h3>Vérification des boulons et des boulons précontraints selon l'Eurocode</h3>\n<p>La rigidité initiale et la résistance de calcul des boulons en cisaillement sont modélisées dans CBFEM conformément aux articles 3.6 et 6.3.2 de l'EN 1993-1-8. Le ressort représentant la pression diamétrale et la traction a un comportement bilinéaire force-déformation avec une rigidité initiale et une résistance de calcul conformément aux articles 3.6 et 6.3.2 de l'EN 1993-1-8.</p>\n<p><strong>Détaillage </strong></p>\n<p>La vérification des boulons est effectuée si l'option est sélectionnée dans la configuration du code. Les dimensions du centre du boulon aux bords de la platine et entre les boulons sont vérifiées. La distance au bord <em>e</em> = 1,2 et l'espacement entre les boulons <em>p</em> = 2,2 sont recommandés dans le Tableau 3.3 de l'EN 1993-1-8. Les utilisateurs peuvent modifier ces deux valeurs dans la configuration du code.</p>\n<h3>Vérification des boulons et des boulons précontraints selon l'AISC</h3>\n<p>Les efforts dans les boulons sont déterminés par analyse par éléments finis. Les efforts de traction incluent les efforts de levier. Les résistances des boulons sont vérifiées conformément à l'AISC 360 - Chapitre J3.</p>\n<p><strong>Détaillage </strong></p>\n<p>L'espacement minimal entre les boulons et la distance du centre du boulon au bord d'une pièce assemblée sont vérifiés. L'espacement minimal de 2,66 fois (modifiable dans la configuration du code) le diamètre nominal du boulon entre les centres des boulons est vérifié conformément à l'AISC 360-16 – J.3.3. La distance minimale du centre du boulon au bord d'une pièce assemblée est vérifiée conformément à l'AISC 360-16 – J.3.4 ; les valeurs figurent dans les Tableaux J3.4 et J3.4M.</p>\n<h3>Vérification des boulons et des boulons précontraints selon d'autres normes</h3>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-and-preloaded-bolts-according-to-cisc\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Vérification des boulons et des boulons précontraints selon la CISC (Canada)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-and-preloaded-bolts-according-to-chinese-standard\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Vérification des boulons et des boulons précontraints selon la norme chinoise (GB)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-according-to-hong-kong-code\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Vérification des boulons selon le Code de Hong Kong (HKG)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-according-to-is-800\">Vérification des boulons précontraints selon IS 800 (Inde)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-and-preloaded-bolts-according-to-sp\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Vérification des boulons et des boulons précontraints selon SP (Russie)</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-bolts-and-preloaded-bolts-according-to-as\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Vérification des boulons et des boulons précontraints selon AS (Australie)</a></li>\n</ul>\n<h2>Détaillage des boulons </h2>\n<p><strong>Comment définir les distances</strong></p>\n<p>Les distances au bord utilisées pour la résistance à la pression diamétrale des boulons doivent être adaptées aux géométries générales de platines, aux platines avec ouvertures, découpes, etc.</p>\n<p>L'algorithme lit la direction réelle du vecteur de force de cisaillement résultant dans un boulon donné, puis calcule les distances nécessaires pour la vérification de la pression diamétrale.</p>\n<p>Les distances en bout (<em>e</em><sub>1</sub>) et en bord (<em>e</em><sub>2</sub>) sont déterminées en divisant le contour de la platine en trois segments. Le segment en bout est indiqué par une plage de 60° dans la direction du vecteur de force. Les segments en bord sont définis par deux plages de 65° perpendiculaires au vecteur de force. La distance la plus courte d'un boulon à un segment pertinent est ensuite prise comme distance en bout ou en bord.</p>\n<figure data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png\" data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" alt=\"\"></figure>\n<p>Les distances d'espacement entre les trous de boulons (<em>p</em><sub>1</sub> ; <em>p</em><sub>2</sub>) sont déterminées en agrandissant virtuellement les trous de boulons environnants d'un demi-diamètre, puis en traçant deux lignes dans la direction et perpendiculairement au vecteur de force de cisaillement. Les distances aux trous de boulons agrandis intersectés par ces lignes sont ensuite considérées comme <em>p</em><sub>1</sub> et <em>p</em><sub>2</sub> dans le calcul.</p>\n<figure data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png\" data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" alt=\"\"></figure>\n<h2>Exemples de vérification</h2>\n<p>Nous avons préparé plusieurs exemples de vérification pour contrôler les résultats en comparaison avec d'autres méthodes de calcul.</p>\n<h4>EN</h4>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/bolted-connection-splices-in-shear\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Assemblage boulonné - Éclisses en cisaillement</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/bolted-connection-interaction-of-shear-and-tension\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Assemblage boulonné - Interaction cisaillement et traction</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/haunched-joint-capacity-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Assemblage avec jarret – dimensionnement en capacité</a></li>\n</ul>\n<h4>AISC</h4>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/bolted-splice-connection\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Assemblage boulonné par éclissage</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/bolted-flange-plate-moment-connection-lrfd\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Assemblage boulonné à platine d'aile pour moment – LRFD</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/extended-moment-end-plate-connection-asd\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Assemblage à platine d'extrémité prolongée pour moment – ASD</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ddfbbc7a_1522_0160_19f6_47919a9b7f83\"></object>\n<h2>Technologie brevetée pour les ingénieurs structure</h2>\n<p>Saviez-vous que notre solution de modèle de boulon fait partie d'un brevet américain ? Lisez <a data-item-id=\"627bdc92-14f2-416a-b7ef-7df116ea3e73\" href=\"\">ici</a> notre histoire de succès. </p>\n<figure data-asset-id=\"2546f7fb-18b9-4671-8e1b-238a6ec1b0e9\" data-image-id=\"2546f7fb-18b9-4671-8e1b-238a6ec1b0e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a0abb5ad-7dba-4687-bfd8-e64fa9c03512/756213100-huge.jpg\" data-asset-id=\"2546f7fb-18b9-4671-8e1b-238a6ec1b0e9\" data-image-id=\"2546f7fb-18b9-4671-8e1b-238a6ec1b0e9\" alt=\"\"></figure>\n<h2> Assemblage à un boulon - notre solution </h2>\n<p>Parfois, l'ingénieur doit réaliser un <strong>assemblage avec un seul boulon</strong>, notamment lorsqu'une rotule, un contreventement, une barre ou une diagonale est prévue. Pour modéliser et calculer ce type d'opération, vous devez définir un <strong>type de modèle</strong> approprié pour l'élément. Pour en savoir plus, consultez <a href=\"https://www.ideastatica.com/support-center/how-to-model-one-bolt-connection\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">ici</a>. </p>\n<figure data-asset-id=\"cca7ed64-cf29-48bd-bb61-96c49f4f1285\" data-image-id=\"cca7ed64-cf29-48bd-bb61-96c49f4f1285\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/edfb27a5-88b9-4f39-ac2b-bd319f37ee29/Model%20type%200.png\" data-asset-id=\"cca7ed64-cf29-48bd-bb61-96c49f4f1285\" data-image-id=\"cca7ed64-cf29-48bd-bb61-96c49f4f1285\" alt=\"\"></figure>\n<h2>Boulons, soudures et rigidité d'un assemblage</h2>\n<p>Les boulons et les soudures ont chacun leurs avantages et leurs inconvénients. L'un des aspects importants lors du choix d'un assemblage est sa rigidité prévue. En général, un assemblage boulonné n'est jamais aussi rigide qu'un assemblage soudé. Si vous choisissez un assemblage boulonné, nous recommandons de calculer la rigidité d'un tel assemblage et de prendre en compte la rigidité résultante dans la structure globale. Vous pouvez lire à quoi ressemble un tel calcul et ce qu'il implique <a data-item-id=\"6726bbc6-1826-4c43-9253-b8f6e0ab39a9\" href=\"\">ici</a>, ou regarder cette <a data-item-id=\"ab4c1281-d0ce-5c97-95ef-3c369206d272\" href=\"\">vidéo</a>.</p>\n<figure data-asset-id=\"3ad5d43d-0568-4816-837a-543530a44c5c\" data-image-id=\"3ad5d43d-0568-4816-837a-543530a44c5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d43f402a-8463-4e51-b040-bcbadaaab500/stiffness.png\" data-asset-id=\"3ad5d43d-0568-4816-837a-543530a44c5c\" data-image-id=\"3ad5d43d-0568-4816-837a-543530a44c5c\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
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"value": "<h2>Contexte théorique</h2>\n<p>Retrouvez les informations essentielles sur le modèle de soudure dans notre Contexte théorique. La partie générale décrit le modèle de calcul lui-même :</p>\n<p><a href=\"https://www.ideastatica.com/support-center/general-theoretical-background#Welded_connections_analysis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Contexte théorique : Analyse des assemblages soudés</a></p>\n<figure data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png\" data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" alt=\"\"></figure>\n<p>Parties spécifiques du Contexte théorique pour chacune des normes nationales prises en charge :</p>\n<ul>\n <li><a data-item-id=\"df238e7d-f2f3-4b2a-beec-3b7e8f11651e\" href=\"\">Vérification normative des soudures (EN)</a></li>\n <li><a data-item-id=\"6a4c43f3-4910-44fa-9a88-a9f70967f647\" href=\"\">Vérification normative des soudures (AISC)</a></li>\n <li><a data-item-id=\"cb00295b-bfcf-4c0f-8743-8532e311ca7b\" href=\"\">Vérification normative des soudures (CISC)</a></li>\n <li><a data-item-id=\"538b8bcb-f287-4259-b4e2-787c9792c367\" href=\"\">Vérification normative des soudures (AS)</a></li>\n <li><a data-item-id=\"5d152fe4-3e0b-4905-b4d2-56dd1e255416\" href=\"\">Vérification normative des soudures (IS)</a></li>\n <li><a data-item-id=\"e301fcc8-cc43-42a4-8480-8a72357cd91f\" href=\"\">Vérification normative des soudures (HKG)</a></li>\n <li><a data-item-id=\"0e848bd9-17f2-4448-83de-33c5b19bbde8\" href=\"\">Vérification normative des soudures (GB)</a></li>\n <li><a data-item-id=\"dad4f217-a192-41c1-bd71-6b540978346e\" href=\"\">Vérification normative des soudures (SP)</a></li>\n</ul>\n<p>Vous trouverez une démonstration claire de l'évolution des contraintes au cours du chargement, ainsi qu'une discussion sur la distribution des contraintes le long des soudures longues, dans l'article <a data-item-id=\"1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f\" href=\"\">Comment les soudures sont-elles modélisées dans IDEA StatiCa</a>.</p>\n<figure data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png\" data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" alt=\"\"></figure>\n<p>Les soudures et les assemblages soudés sont également abordés dans nos articles de blog <a data-item-id=\"de840e15-4e8e-4a27-8715-b8f27e643682\" href=\"\">Assemblages acier soudés – faut-il s'en inquiéter ?</a> et <a data-item-id=\"3caa8db0-05d2-4ae4-9175-763a14f01252\" href=\"\">Réduire les coûts de soudage grâce à une fabrication optimisée</a> (où est discutée la combinaison du transfert de charge par soudure et du contact en compression).</p>\n<figure data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png\" data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" alt=\"\"></figure>\n<h2>Dimension et longueur de soudure</h2>\n<p>La définition de la dimension de la soudure varie selon les régions. Consultez l'article <a data-item-id=\"8af403c6-c098-56ce-96ee-3daaeaf4639e\" href=\"\">Dimension et longueur de soudure</a> pour savoir comment IDEA StatiCa définit la dimension de la soudure ou si vous avez besoin de connaître la longueur exacte de la soudure :</p>\n<figure data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png\" data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\" alt=\"\"></figure>\n<h2>Vérifications</h2>\n<p>Dans notre Centre de support, vous trouverez de nombreuses études de vérification décrivant les performances de différents modèles d'assemblages soudés, ainsi que des comparaisons avec des essais en laboratoire.</p>\n<p><a href=\"https://www.ideastatica.com/support-center/search?category=verification_example&q=weld\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Études de vérification sur les modèles avec soudures</a></p>\n<figure data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png\" data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" alt=\"\"></figure>\n<h2>Mises à jour dans les versions</h2>\n<p>Les fonctionnalités suivantes font partie des notes de version d'IDEA StatiCa et peuvent être liées aux soudures. Pour en savoir plus sur ces fonctionnalités, consultez les articles dédiés via les liens :</p>\n<p><a data-item-id=\"c1adb56e-c715-4213-b637-bc94b8f84def\" href=\"\"><strong>Vérification des soudures manquantes</strong></a><strong> </strong>(version 20.1)</p>\n<p>Nous avons ajouté un nouvel outil utile pour aider automatiquement l'utilisateur à identifier les parties non soudées de l'assemblage : l'utilitaire permettant d'analyser un modèle d'assemblage pour détecter les soudures potentiellement manquantes. </p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"\"></figure>\n<p><a data-item-id=\"d38299a4-0ea1-44c0-bf31-c2b61ad0d63b\" href=\"\"><strong>Import des soudures recommandées</strong></a> (version 20.1)</p>\n<p>Lors de l'importation d'un assemblage depuis un logiciel CAO, il est désormais possible d'ajouter des soudures recommandées. </p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"\"></figure>\n<p><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\"><strong>Modèle amélioré des soudures bout à bout</strong></a> (version 20.1)</p>\n<p>La dimension des soudures bout à bout a été corrigée pour les soudures bout à bout bord-sur-surface. </p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\"><strong>Spécificités de la vérification normative des soudures selon l'Eurocode (EN) et la norme indienne (IS)</strong></a><strong> </strong>(version 21.1)</p>\n<p>Afin de se conformer aux normes et de garantir la sécurité du calcul, la valeur de résistance prise en compte dans la vérification normative des soudures est désormais calculée à partir de la valeur de résistance de l'acier de base pour les normes EN et IS, ainsi que du matériau de soudure lui-même.</p>\n<figure data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png\" data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" alt=\"\"></figure>\n<p><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\"><strong>Combinaison des opérations de soudure et de contact</strong></a><strong> </strong>(version 22.1)</p>\n<p>Depuis la version 22.1, les opérations de soudure et de contact peuvent être combinées.</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\"><strong>Vérification des conflits entre plaques et soudures</strong></a><strong> </strong>(version 22.1)</p>\n<p>Les plaques et les parties du modèle peuvent être positionnées de manière à entrer en collision avec d'autres plaques et éléments. </p>\n<figure data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png\" data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" alt=\"\"></figure>\n<p><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\"><strong>Vérification des soudures des sections soudées</strong></a><strong> </strong>(version 23.0)</p>\n<p>IDEA StatiCa peut désormais vérifier les soudures longitudinales des éléments à sections transversales soudées.</p>\n<figure data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png\" data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Visualisation améliorée de la vérification des soudures</strong></a> (version 23.0)</p>\n<p>La vérification des soudures par la Méthode des Éléments Finis diffère des calculs de dimensionnement traditionnels. Dans les calculs traditionnels, les petites excentricités, déformations, torsions, coefficient de Poisson, etc. peuvent être négligés.</p>\n<figure data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png\" data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" alt=\"\"></figure>\n<p><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>Améliorations des règles de détaillage pour les boulons et les soudures selon l'Eurocode</strong></a> (version 23.0)</p>\n<p>La vérification du détaillage dans IDEA StatiCa Connection est améliorée. Les ingénieurs disposent d'une meilleure vue d'ensemble du dimensionnement et de la vérification normative des boulons et des soudures grâce à des informations détaillées et des recommandations conformes à l'Eurocode, fournies dans les tableaux de vérification ainsi que dans le rapport.</p>\n<figure data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png\" data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Électrodes de soudage définies par l'utilisateur</strong></a> (version 23.1)</p>\n<p>Le matériau de soudure est un élément modifiable dans la <a data-item-id=\"898f72ce-7360-54a8-95b1-9b26a8d16346\" href=\"\">MPRL (Bibliothèque des matériaux et gammes de produits)</a>. Cela signifie que vous pouvez définir les électrodes de soudage indépendamment de la nuance d'acier des plaques assemblées.</p>\n<p>Pour ajouter un matériau de soudage défini par l'utilisateur, accédez à l'onglet <strong>Matériaux</strong>, ajoutez un matériau de <strong>Soudure</strong> et <strong>Modifiez</strong> ses propriétés.</p>\n<figure data-asset-id=\"552c02a6-a54a-4149-83e2-d0c17d78561f\" data-image-id=\"552c02a6-a54a-4149-83e2-d0c17d78561f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/13eae981-ca17-401d-b1c8-7da0416d207e/Welds%20-%20autodesign%2C%20input%2C%20warnings%2C%20visualization1.png\" data-asset-id=\"552c02a6-a54a-4149-83e2-d0c17d78561f\" data-image-id=\"552c02a6-a54a-4149-83e2-d0c17d78561f\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Soudure générale mise en évidence dans la scène 3D</strong></a> (version 23.1)</p>\n<p>Une amélioration simple a été apportée à la scène 3D de l'application Connection pour une meilleure orientation, notamment dans les modèles d'assemblages plus complexes importés via des liens BIM depuis des applications CAO.</p>\n<p>Lorsqu'une <strong>opération de soudure générale ou de contact</strong> est sélectionnée, la soudure dans la scène 3D est mise en évidence en orange (par défaut).</p>\n<figure data-asset-id=\"c1e8146a-47c2-4147-9c75-5ae4e738622d\" data-image-id=\"c1e8146a-47c2-4147-9c75-5ae4e738622d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ae2aa532-e36b-4125-a8b6-80015ebb8df3/Welds%20-%20autodesign%2C%20input%2C%20warnings%2C%20visualization10.png\" data-asset-id=\"c1e8146a-47c2-4147-9c75-5ae4e738622d\" data-image-id=\"c1e8146a-47c2-4147-9c75-5ae4e738622d\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Avertissement pour les électrodes plus résistantes que les plaques</strong></a> (version 23.1)</p>\n<p>Lorsque la <a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>vérification du</strong> <strong>détaillage</strong></a><strong> </strong>est activée dans la <strong>Configuration normative</strong> de l'application Connection, les utilisateurs reçoivent un avertissement si le matériau d'une électrode de soudage est plus résistant que les plaques soudées. Cela contribue à garantir les normes de sécurité du dimensionnement.</p>\n<p>Cela s'applique à l'Eurocode (EN) et à la norme indienne (IS), qui contiennent des clauses définissant que la résistance de la soudure est déterminée par la résistance ultime la plus faible des plaques assemblées, et exigeant que le métal d'apport des électrodes de soudage soit plus résistant que le métal de base (EN 1993-1-8 – 4.5.3.2 et IS 800:2007 - 10.5.7.1.1).</p>\n<figure data-asset-id=\"bab985b6-6e6b-48eb-bff9-63acd1d8f859\" data-image-id=\"bab985b6-6e6b-48eb-bff9-63acd1d8f859\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e467c86d-22ea-47de-b048-7c2265a63cda/Welds%20-%20autodesign%2C%20input%2C%20warnings%2C%20visualization11.png\" data-asset-id=\"bab985b6-6e6b-48eb-bff9-63acd1d8f859\" data-image-id=\"bab985b6-6e6b-48eb-bff9-63acd1d8f859\" alt=\"\"></figure>\n<p><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\"><strong>Avertissements pour les soudures et les boulons reliant les mêmes plaques</strong></a> (version 23.1)</p>\n<p>Le dimensionnement d'un assemblage combinant des soudures et des boulons, ou des boulons et des boulons précontraints, est dangereux et non autorisé par les normes. L'application Connection vous informe automatiquement si un tel flux de travail est utilisé dans un projet, afin de garantir un dimensionnement correct et sûr.</p>\n<figure data-asset-id=\"1cbe1a11-db46-4da7-ab2b-2f541984db0a\" data-image-id=\"1cbe1a11-db46-4da7-ab2b-2f541984db0a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f7b68cff-d260-4f8a-8ab2-048893e63b39/Bolts%20and%20welds_warning%20message.png\" data-asset-id=\"1cbe1a11-db46-4da7-ab2b-2f541984db0a\" data-image-id=\"1cbe1a11-db46-4da7-ab2b-2f541984db0a\" alt=\"\"></figure>\n<p><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimensionnement automatique des soudures selon la ductilité / la résistance totale / la surrésistance</strong></a> (version 24.0)</p>\n<p>Le dimensionnement automatique des soudures supprime la saisie manuelle fastidieuse et chronophage ainsi que la vérification de chaque soudure. Grâce à l'algorithme d'automatisation, IDEA StatiCa permet une modélisation plus rapide et un dimensionnement totalement sûr des assemblages soudés.</p>\n<figure data-asset-id=\"69d70cd1-f9f7-47d5-8b4d-8226620d5ec9\" data-image-id=\"69d70cd1-f9f7-47d5-8b4d-8226620d5ec9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/202ed4a2-278b-466c-b2d2-47023adfa727/Weld%20sizing%20to%20ductility1.png\" data-asset-id=\"69d70cd1-f9f7-47d5-8b4d-8226620d5ec9\" data-image-id=\"69d70cd1-f9f7-47d5-8b4d-8226620d5ec9\" alt=\"\"></figure>\n<p><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>Dimensionnement automatique des soudures par estimation de la capacité</strong></a> (version 24.0)</p>\n<p>Le dimensionnement automatique des soudures répond au défi de l'ajustement manuel de chaque dimension de soudure, qui est à la fois fastidieux et chronophage. En automatisant ce processus, IDEA StatiCa vous aide considérablement à accélérer le processus de dimensionnement et favorise des conceptions de soudures plus cohérentes d'un projet à l'autre.</p>\n<figure data-asset-id=\"0b97f49e-f205-43ee-b5de-00b203e18a3a\" data-image-id=\"0b97f49e-f205-43ee-b5de-00b203e18a3a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/139beb9e-2e4e-4581-8a6b-e076578371d0/Weld%20sizing%20to%20capacity%20estimation1.png\" data-asset-id=\"0b97f49e-f205-43ee-b5de-00b203e18a3a\" data-image-id=\"0b97f49e-f205-43ee-b5de-00b203e18a3a\" alt=\"\"></figure>\n<p><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>Soudures en gorge à pénétration partielle (PJP)</strong></a><strong> </strong>(versions 24.0, 24.1, 25.0)</p>\n<p>L'intégration des soudures en gorge à pénétration partielle, ou soudures bout à bout à pénétration partielle, ou simplement soudures PJP dans IDEA StatiCa Connection répond aux exigences spécifiques définies pour les soudures bout à bout PJP, distinctes de celles applicables aux soudures d'angle.</p>\n<figure data-asset-id=\"d6fde932-e78a-4406-835a-8ff0ea82666c\" data-image-id=\"d6fde932-e78a-4406-835a-8ff0ea82666c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8a95f95-4aa5-4b9e-9b51-d58130c4afab/Partial%20Joint%20Penetration%20%28PJP%29%20groove%20weld.png\" data-asset-id=\"d6fde932-e78a-4406-835a-8ff0ea82666c\" data-image-id=\"d6fde932-e78a-4406-835a-8ff0ea82666c\" alt=\"\"></figure>\n<p>La dimension d'une soudure à pénétration partielle est prise en compte dans l'analyse avec la valeur saisie. IDEA StatiCa n'applique aucun ajustement, tel que la réduction de la dimension nominale de la soudure — cela relève de la responsabilité de l'utilisateur avant la saisie.</p>\n<figure data-asset-id=\"4a731e96-e34c-4966-ad18-956f693bdf7d\" data-image-id=\"4a731e96-e34c-4966-ad18-956f693bdf7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1dd7c48e-f81a-4570-a239-8aa1a096c24d/Partial%20Joint%20Penetration%20%28PJP%29%20groove%20welds%2018.png\" data-asset-id=\"4a731e96-e34c-4966-ad18-956f693bdf7d\" data-image-id=\"4a731e96-e34c-4966-ad18-956f693bdf7d\" alt=\"\"></figure>\n<p><strong>Avertissements relatifs aux éléments de soudure (version 24.1)</strong></p>\n<p>Deux types d'avertissements sont intégrés :</p>\n<ul>\n <li>« Type de soudure modifié en soudure bout à bout en raison d'un assemblage bord à bord » (modification du type de soudure causée par une action de modélisation)</li>\n <li>« La soudure n'a pas pu être créée en raison de restrictions géométriques » (couvrant les situations où des imprécisions géométriques entraînent un échec de la création de la soudure)</li>\n</ul>\n<p><a data-item-id=\"b69964d5-581d-4184-bddd-80b58f80a902\" href=\"\"><strong>Améliorations régionales (version 25.0)</strong></a></p>\n<p>Pour les ingénieurs locaux, la version 25.0 offre plusieurs améliorations, notamment les soudures PJP selon l'Eurocode, la mise en œuvre du nouvel ACI et pas seulement pour les ingénieurs américains, les vérifications d'ancrage selon la norme chinoise, la différenciation de la terminologie britannique et américaine, et bien plus encore.</p>\n<p><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\"><strong>Zone de diffusion des soudures (version 25.0)</strong></a></p>\n<p>La zone de diffusion des soudures est légèrement modifiée dans la version 25.0. L'article suivant explique clairement comment la distribution des efforts d'une plaque à une autre à travers les soudures fonctionne désormais.</p>\n<p>La zone de diffusion des soudures diffère considérablement entre les soudures bout à bout et les soudures d'angle. La zone de diffusion du bord de la plaque vers la surface d'une autre plaque est définie selon la figure suivante :</p>\n<figure data-asset-id=\"c98458a8-ce28-4e04-b397-4caa3bbe7d66\" data-image-id=\"c98458a8-ce28-4e04-b397-4caa3bbe7d66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c15a1435-db8f-4d2a-84e1-51a0e516a84b/Weld%20spreading%20area%20v25.png\" data-asset-id=\"c98458a8-ce28-4e04-b397-4caa3bbe7d66\" data-image-id=\"c98458a8-ce28-4e04-b397-4caa3bbe7d66\" alt=\"\"></figure>\n<p>L'effort provenant de la plaque de bord est ensuite distribué dans les nœuds de la plaque de surface en fonction de la proximité du nœud par rapport à la zone de diffusion de la soudure.</p>\n<figure data-asset-id=\"99fa11e5-36be-46c2-9621-b7f333b81639\" data-image-id=\"99fa11e5-36be-46c2-9621-b7f333b81639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7ab584c9-fd6e-4489-969d-fd851e41008e/Weld%20spreading%20area%20-%20nodal%20forces.png\" data-asset-id=\"99fa11e5-36be-46c2-9621-b7f333b81639\" data-image-id=\"99fa11e5-36be-46c2-9621-b7f333b81639\" alt=\"\"></figure>\n<p>Qu'implique le changement dans la version 25.0 ?</p>\n<ul>\n <li>La zone de diffusion a été réduite pour les soudures bout à bout</li>\n <li>La zone de diffusion des soudures d'angle reflète désormais plus précisément la dimension de la soudure d'angle</li>\n <li>L'épaisseur de la plaque de surface n'est désormais plus pertinente pour la zone de diffusion de la soudure</li>\n</ul>\n<p>Pourquoi ces modifications ont-elles été apportées ?</p>\n<ul>\n <li>Récemment, nous avons mené un <a data-item-id=\"7f29d59b-f37a-45fe-abf2-4bc19bc48be4\" href=\"\">projet commun</a> avec l'<a href=\"https://www.uc.pt/en/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Université de Coimbra</a> et <a href=\"https://isise.net/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">ISISE</a>. L'objectif du projet était de créer une série de modèles numériques dans <a href=\"https://www.3ds.com/products/simulia/abaqus\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Abaqus</a> (logiciel général d'éléments finis avec éléments finis volumiques) et de comparer les résultats à IDEA StatiCa Connection (éléments finis coques). L'accent est mis sur les assemblages poutre-poteau à moment fléchissant soudés. La comparaison montre que :\n <ul>\n <li>Les résultats des poteaux laminés sans effort de compression significatif dans le poteau sont en bon accord </li>\n <li>Les résultats des poteaux soudés bout à bout sont légèrement non conservateurs (de 5,8 %). C'est pourquoi cette modification — réduction de la zone de diffusion des soudures pour les soudures bout à bout — a été apportée.</li>\n </ul>\n </li>\n</ul>\n<figure data-asset-id=\"5de940cd-26fb-4fb3-893d-5ed36e92b164\" data-image-id=\"5de940cd-26fb-4fb3-893d-5ed36e92b164\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/577d9983-9802-49ac-b805-f267c33c2280/AbaqusCoimbra.png\" data-asset-id=\"5de940cd-26fb-4fb3-893d-5ed36e92b164\" data-image-id=\"5de940cd-26fb-4fb3-893d-5ed36e92b164\" alt=\"\"></figure>\n<figure data-asset-id=\"39492685-bd8a-4093-b540-660750c99c2f\" data-image-id=\"39492685-bd8a-4093-b540-660750c99c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/66a85600-5ee6-4108-8dc2-36a915e7e09f/Contemplated%20geometries.png\" data-asset-id=\"39492685-bd8a-4093-b540-660750c99c2f\" data-image-id=\"39492685-bd8a-4093-b540-660750c99c2f\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0dd0f9b1_2150_011c_fa0f_11efd205badc\"></object>\n<p><strong>Soudure de plaque circulaire (version 26.0)</strong></p>\n<p>Les plaques de raidissement circulaires sont couramment utilisées pour renforcer les âmes minces, mais avant la version 26.0, il n'était pas possible de définir des soudures pour ces plaques directement.</p>\n<p>Par conséquent, les utilisateurs devaient recourir à des solutions de contournement, en important généralement la plaque sous forme de polygone depuis un fichier DXF, ce qui ajoutait des étapes inutiles et réduisait l'efficacité de la modélisation.</p>\n<p>Avec cette mise à jour, les soudures peuvent désormais être définies <strong>directement pour les plaques de raidissement de forme circulaire</strong>. La plaque est discrétisée en interne en segments, de manière similaire aux sections creuses circulaires, garantissant un comportement d'analyse précis. Le nombre de segments respecte les <a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Paramètres du projet</a> globaux, assurant la cohérence du modèle.</p>\n<figure data-asset-id=\"b35bf18f-05c5-431c-8ed3-5c3739ee5d6e\" data-image-id=\"b35bf18f-05c5-431c-8ed3-5c3739ee5d6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4393742b-3339-49ac-aa9e-848b9c4b336d/Circular%20plate%20welds_01.png\" data-asset-id=\"b35bf18f-05c5-431c-8ed3-5c3739ee5d6e\" data-image-id=\"b35bf18f-05c5-431c-8ed3-5c3739ee5d6e\" alt=\"\"></figure>\n<p><br></p>\n<h2>Webinaires et vidéos</h2>\n<p>Par le passé, nous avons organisé plusieurs webinaires sur la modélisation des assemblages soudés. Vous pouvez trouver de l'inspiration dans les enregistrements suivants :</p>\n<h4>Soudures & Boulons dans IDEA StatiCa (AISC)</h4>\n<p>La <a data-item-id=\"b8ee28ec-bc18-4a92-8c48-5e922b160899\" href=\"\">session de webinaire</a> couvre la théorie des boulons et des soudures et la façon dont ils sont modélisés dans IDEA StatiCa. Les opérations de ces deux composants seront également détaillées, ainsi que quelques conseils. Enfin, l'interprétation des résultats sera expliquée, ainsi que les formules utilisées pour vérifier qu'ils satisfont aux exigences de l'AISC.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a141bb21_7d1e_01a0_c173_917cf8869295\"></object>\n<h4>Comprendre les résultats de soudure selon l'Eurocode</h4>\n<p>Le tableau détaillé des résultats peut être consulté avec toutes les formules, y compris les valeurs. Les contraintes directionnelles sont également fournies. Le taux de travail de la soudure est évident. Mais le taux de travail global Utc est calculé à partir de la capacité de l'ensemble de la soudure. Découvrez comment cela fonctionne.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7cff1f20_de1c_01c3_39ec_0727c370df57\"></object>\n<h4>Peut-on trouver une correspondance entre la contrainte dans la soudure et mes calculs manuels ?</h4>\n<p>La contrainte dans une soudure est calculée dans les directions principales conformément à l'EC et les résultats sont fournis dans les onglets de résultats. Bien que l'analyse dans IDEA StatiCa Connection soit basée sur le CBFEM, dans les cas simples, la contrainte peut être comparée aux calculs manuels pour vérifier les valeurs obtenues.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6709ea98_095c_0129_d98c_acd8168a5c4b\"></object>\n<h4>Définition des soudures d'angle le long d'une âme de SHS et d'une surface de plaque</h4>\n<p>Les sections creuses et notamment les coins arrondis de leurs sections transversales peuvent parfois être délicats à traiter en ce qui concerne le soudage, etc. Découvrez comment définir correctement une simple soudure d'angle des deux côtés d'un élément SHS, ainsi que ses coins qui doivent être raccordés à la surface d'une plaque.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n79771f8e_ac45_0126_850c_e3fd801ae4ab\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0ec78a2f_8891_0162_f7de_f510165434d4\"></object>"
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"value": "<p>Le contact est efficace uniquement en compression, tandis que les soudures transfèrent les efforts de cisaillement et de traction.</p>\n<p>Une soudure est très rigide et doit être chargée jusqu'à un léger écoulement pour permettre au contact de prendre effet. Cela signifie qu'il existe une contrainte significative même pour les soudures en compression avec contact. Cependant, cela ne diminue pas la résistance d'une telle soudure au cisaillement.</p>\n<p>Une soudure d'angle avec contact possède un nouveau symbole : un triangle avec une flèche (vérification et rapport). Une explication du symbole a également été ajoutée au rapport.</p>\n<p>Les utilisateurs doivent être conscients que les soudures sont généralement vérifiées en compression. Si la transmission d'une charge de compression est autorisée par contact, les surfaces doivent être coupées avec précision et il ne doit y avoir aucun jeu.</p>\n<p>Lorsque l'élément est coupé avec précision, il est possible de supposer le transfert des efforts de compression par contact, et les soudures ne transfèrent que les efforts de traction et de cisaillement. Cela est couramment utilisé notamment pour les platines de base de poteaux, principalement dans les régions d'Europe occidentale.</p>\n<p>N'oubliez pas – il est de la responsabilité de l'utilisateur de s'assurer de l'absence de jeu et de la coupe précise de l'élément. </p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p>Disponible dans les éditions <strong>Expert</strong> et <strong>Enhanced</strong> d' <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c05b53cd_b5b0_018b_cb6b_d23340420249\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n33327a40_519a_01ec_cb35_bcd78fdf3b4d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n805f0984_d4d1_011b_4855_8c4aedd4f2b6\"></object>"
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"value": "<p>La méthode de pénalité standard est recommandée pour modéliser le contact entre les platines. Si la pénétration d'un nœud dans une surface de contact opposée est détectée, une rigidité de pénalité est ajoutée entre le nœud et la platine opposée. La rigidité de pénalité est contrôlée par un algorithme heuristique lors de l'itération non linéaire afin d'obtenir une meilleure convergence. Le solveur détecte automatiquement le point de pénétration et résout la distribution des efforts de contact entre le nœud pénétré et les nœuds de la platine opposée. Cela permet la création de contacts entre différents maillages, comme illustré. L'avantage de la méthode de pénalité est l'assemblage automatique du modèle. Le contact entre les platines a un impact majeur sur la redistribution des efforts dans l'assemblage.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Exemple de séparation de platines en contact entre l'âme et les semelles de deux pannes en Z superposées</em></p>\n<p>Il est possible d'ajouter un contact entre</p>\n<ul>\n <li>deux surfaces,</li>\n <li>deux bords,</li>\n <li>un bord et une surface.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Exemple de contact bord à bord entre la console d'assise et la platine d'extrémité</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Exemple de contact bord-surface entre la semelle inférieure de la poutre et la semelle du poteau</em></p>\n<p>Les <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">contraintes aux contacts</a> peuvent être visualisées, et les valeurs sont affichées dans le tableau de vérification des platines. Cependant, les contraintes de contact sont uniquement informatives et ne sont utilisées dans aucune vérification. De plus, la contrainte dans l'épaisseur des éléments coques n'est pas prise en compte. </p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
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"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n41dc614d_864d_0140_061a_316392c03712\"></object>\n<h2>Introduction générale </h2>\n<p><a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a> est un logiciel d'ingénierie structurelle destiné au calcul et à la vérification normative des éléments en acier, y compris leurs assemblages et les poutres et poteaux environnants nécessaires.</p>\n<p><br></p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Exemples typiques d'éléments en acier non courants</em></p>\n<p>Il existe de nombreux outils performants pour le calcul des ossatures 3D en acier – <a data-item-id=\"f8ccda8e-8a66-4344-981a-306fb7ae32ee\" href=\"\">SAP2000</a>, <a data-item-id=\"80a7fef2-d973-40ce-bfb5-d9011621b61f\" href=\"\">Robot Structural Analysis</a>, <a data-item-id=\"be6dde66-abca-45f1-bb7e-88207fe4101e\" href=\"\">SCIA Engineer</a>, etc.<br>Ils couvrent presque toutes les exigences des ingénieurs structure travaillant sur des structures en acier. Cependant, certaines questions restent sans réponse, notamment pour :</p>\n<ul>\n <li>Les assemblages, détails et nœuds</li>\n <li>La stabilité et le flambement</li>\n</ul>\n<p>IDEA StatiCa se concentre sur les parties les plus complexes des structures en acier et propose :</p>\n<ol>\n <li><a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA StatiCa Connection</a> pour la vérification des nœuds et assemblages de toute topologie</li>\n <li><a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a> pour traiter toutes les questions non résolues relatives à la stabilité et au flambement</li>\n</ol>\n<p>Tout ingénieur structure calcule généralement la structure en acier dans un logiciel de calcul par éléments finis 3D. Il doit ensuite traiter les éléments en acier un par un et effectuer deux vérifications principales :</p>\n<ul>\n <li>Vérification de section</li>\n <li>Vérification de stabilité</li>\n</ul>\n<p>Il utilise les efforts intérieurs calculés et applique les formules d'analyse définies principalement dans le code de calcul national.</p>\n<p>La même approche est appliquée dans Member pour l'acier.</p>\n<p>L'ingénieur structure calcule la structure en acier (ossature) dans un logiciel de calcul par éléments finis 3D. L'élément analysé et tous les éléments qui lui sont associés sont extraits de la structure 3D modélisée et traités à l'aide du <a data-item-id=\"06158daa-1491-4e83-ac34-4964bd5a3c63\" href=\"\">CBFEM</a>.</p>\n<ul>\n <li>L'analyse globale de l'ossature en acier est réalisée dans un logiciel de calcul par éléments finis 3D.</li>\n <li>Tous les éléments analysés sont modélisés par CBFEM.</li>\n <li>Un modèle simplifié est utilisé pour tous les éléments associés (connectés aux nœuds). Les éléments associés peuvent être appuyés à leur extrémité.</li>\n <li>Les nœuds et assemblages sont calculés dans l'interface IDEA StatiCa Connection.</li>\n <li>Des opérations de fabrication spécifiques peuvent être appliquées à l'élément – raidisseurs transversaux ou longitudinaux, ouvertures, coupes...</li>\n <li>Des charges peuvent être appliquées sur les éléments et aux extrémités des éléments associés (principe d'<a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">équilibre</a> comme dans Connection).\n <ul>\n <li>L'élément analysé est chargé par des charges standard dérivées des efforts intérieurs calculés (lors de l'importation du modèle et des cas de charge). L'utilisateur peut sélectionner la position de la charge, par exemple sur la semelle supérieure de la poutre.</li>\n <li>Les éléments associés sont chargés par des charges standard et des efforts intérieurs aux extrémités.</li>\n </ul>\n </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\"><em>CBFEM</em></a><em> modèle d'un poteau. Un poteau analysé, quatre éléments associés et un modèle précis d'ancrage</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>Modèle CBFEM d'une poutre à âme ajourée entre deux poteaux</em></p>\n<p>Le modèle d'analyse de Member est créé par CBFEM. Member propose trois types d'analyse :</p>\n<ul>\n <li>MNA – Analyse Matériellement Non Linéaire.</li>\n <li>LBA – Analyse Linéaire de Flambement (stabilité)</li>\n <li><a data-item-id=\"d325d54b-9398-4e52-9f22-8dae5de26435\" href=\"\">GMNIA</a> – Analyse Géométriquement et Matériellement Non Linéaire avec Imperfections</li>\n</ul>\n<p>Les ingénieurs structure peuvent effectuer dans Member, à un niveau bien supérieur, les mêmes vérifications que dans les méthodes de calcul standard :</p>\n<ul>\n <li>Vérification de section : la MNA est utilisée. Une vérification de déformation de 5 % est appliquée.</li>\n <li>Vérification de stabilité : la LBA indique la forme de l'instabilité et conseille sur la définition des imperfections. La GMNIA est ensuite utilisée. Une vérification de déformation de 5 % est appliquée ou l'atteinte de la charge maximale (fin de convergence).</li>\n</ul>\n<p>Le même modèle que dans IDEA StatiCa Connection – Méthode des Éléments Finis basée sur les Composants – est utilisé :</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">Bases théoriques d'IDEA StatiCa Connection</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e41e351b_b060_01bb_8e21_2e89621d4ffc\"></object>\n<h2>Description du modèle</h2>\n<p>L'application IDEA StatiCa Member fonctionne avec un modèle multi-niveaux de la structure avec des charges combinées. L'objectif est une investigation et une vérification appropriées des éléments sélectionnés d'une structure – les éléments « analysés ».</p>\n<p>Les autres parties du modèle sont :</p>\n<ul>\n <li>Élément(s) associé(s) – tous les éléments connectés à l'élément (aux éléments) analysé(s)</li>\n <li>Assemblage(s) – assemblage(s) CBFEM des éléments analysés et associés</li>\n <li>Appuis d'extrémité sur les éléments associés</li>\n <li>Charges sur l'élément analysé</li>\n <li>Charges sur les éléments associés</li>\n <li>Efforts d'extrémité sur les éléments associés</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>Modèle CBFEM d'un élément faisant partie d'un système de contreventement sismique</em></p>\n<p>L'élément analysé est « découpé » de la structure et étudié séparément. Toutes les charges appliquées sur l'élément analysé et les éléments associés doivent être appliquées comme dans le modèle 3D de la structure complète. Aux points de « coupe », effectuée aux extrémités des éléments associés, les efforts intérieurs sont appliqués comme actions sur les éléments. La structure découpée ainsi chargée est en équilibre. Cela signifie que théoriquement, aucun appui n'est nécessaire pour le modèle analytique. Le modèle <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM</a> est plus précis qu'un modèle d'élément standard. C'est un avantage, mais cela entraîne également une légère infraction à l'équilibre. Il est donc utile d'appliquer un appui aux extrémités des poutres associées. Les appuis doivent être définis de manière à permettre le même comportement de la structure découpée que dans la structure complète. Le programme laisse cela à l'appréciation de l'ingénieur structure.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2d38fe53_ad41_0176_b3db_f4af22034edc\"></object>\n<h2>Élément analysé</h2>\n<p>L'élément analysé est l'élément étudié sur lequel les charges sont directement appliquées. Les charges sur l'élément analysé peuvent être appliquées à la ligne d'axe de l'élément ou directement sur les <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">plaques</a> individuelles de l'élément avec la surface réelle de chargement. Les éléments analysés sont entièrement modélisés avec des éléments coques.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Modèle de l'élément analysé</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05ce43d3_3ce3_013b_e9e6_4fdfcd4abb87\"></object>\n<h2>Éléments associés</h2>\n<p>Les éléments associés sont divisés en une partie tronçon adjacente à l'élément analysé et une partie simplifiée pour le reste de l'élément associé. Le tronçon est modélisé par des éléments coques (modèle CBFEM complet) et les parties simplifiées par de simples éléments poutre 1D à six degrés de liberté. Seule la partie nécessaire proche du nœud avec l'élément analysé (le tronçon) est modélisée par des éléments coques afin d'accélérer le calcul. Les extrémités des éléments associés sont appuyées par des restrictions définies par l'utilisateur en translation ou en rotation dans une direction arbitraire dans le repère local de l'élément associé.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Modèle des poutres associées</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a9d2b02d_0d20_01f9_8a69_e19169abe7cd\"></object>\n<h2>Assemblages</h2>\n<p>Les assemblages entre les éléments analysés et les éléments associés sont correctement définis de la manière dont ils sont modélisés dans <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA StatiCa Connection</a>. Notez qu'ils ne sont pas vérifiés dans <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a>, car cette application travaille avec des charges critiques pour l'élément et non pour les assemblages. La vérification normative appropriée des assemblages doit être effectuée dans IDEA StatiCa Connection.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d68159b2_5747_0112_188d_4740076f09bd\"></object>\n<h2>Appuis</h2>\n<p>IDEA StatiCa Member ajoute un second niveau d'analyse par éléments finis de l'élément (des éléments) sélectionné(s). Le premier niveau est réalisé dans le logiciel de calcul par éléments finis 3D standard. Le second niveau utilise les efforts intérieurs calculés au premier niveau. La structure ainsi chargée est en équilibre.</p>\n<p>Un modèle plus précis (par exemple, les excentricités locales des éléments, les longueurs réelles des éléments...) et notamment les imperfections imposées pour l'analyse GMNIA font que l'équilibre n'est pas maintenu. Un appui raisonnable basé sur le jugement de l'ingénieur structure est recommandé.</p>\n<p>Des appuis standard peuvent être définis aux extrémités des éléments associés. Les trois translations et les trois rotations peuvent être bloquées par un appui. Les appuis sont définis dans le repère local de l'élément.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>Appuis d'extrémité sur un élément associé – panne ; direction x et les 3 rotations sont bloquées</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a13d1236_1898_01b9_2343_3ee6a4bf6fc6\"></object>\n<h2>Charges</h2>\n<p>L'élément analysé (ou partie de structure) doit être chargé comme il l'est dans la structure complète. Le poids propre n'est pas appliqué automatiquement ; seules les charges définies par l'utilisateur sont prises en compte. Les charges suivantes sont appliquées :</p>\n<ul>\n <li>Charges linéaires sur les éléments analysés et associés</li>\n <li>Efforts intérieurs dans les sections d'extrémité des éléments associés</li>\n</ul>\n<h3>Charges linéaires</h3>\n<p>L'ingénieur structure connaît très bien les charges linéaires et les charges ponctuelles des logiciels de calcul par éléments finis 3D. Ces charges sont idéalisées pour les éléments 1D. Elles n'existent pas dans la réalité. Les charges réelles sont généralement surfaciques ou planaires, ou les éléments sont chargés par l'intermédiaire des assemblages d'autres éléments.</p>\n<p>L'utilisateur peut appliquer des charges linéaires sur les éléments analysés, mais il doit préciser davantage de détails – sur quelle semelle ou âme la charge est appliquée, la largeur de la zone chargée, etc. De même, les charges ponctuelles sont mieux saisies comme des charges planaires d'une longueur et d'une largeur spécifiques.</p>\n<p>Les charges linéaires sur les éléments associés sont appliquées de manière standard, comme dans un logiciel de calcul par éléments finis 3D.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>La charge ponctuelle est saisie comme une charge linéaire avec une largeur spécifique</em></p>\n<h3>Efforts d'extrémité</h3>\n<p>Efforts intérieurs dans les sections d'extrémité des éléments associés. Ils sont appliqués comme actions sur les éléments associés. C'est très similaire au chargement des éléments dans les modèles d'assemblages dans IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Efforts intérieurs comme actions de charge à l'extrémité d'un élément associé</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n62ef85fd_e832_0148_d524_efc1589c1721\"></object>\n<h2>Exemple pratique</h2>\n<p>Le processus d'assemblage du modèle CBFEM est illustré par l'exemple suivant.</p>\n<p>Le concepteur doit vérifier la résistance au <a data-item-id=\"f91fda51-8880-42ba-8247-ab0f268c9c11\" href=\"\">déversement</a> d'une poutre principale dans une ossature. Si l'approche standard est utilisée, l'ossature complète est calculée dans un logiciel de calcul par éléments finis 3D. La poutre principale est ensuite vérifiée séparément. Les <a data-item-id=\"f2efd563-1240-50af-b65f-6e7bf3faf01e\" href=\"\">conditions aux limites</a> sont définies ; les codes supposent généralement des appuis rigides ou articulés. En général, un ressort de nœud semi-rigide peut également être sélectionné. Ce choix est un facteur clé dans l'évaluation de la résistance au déversement et dépend entièrement de l'estimation du concepteur. Les efforts intérieurs calculés sont comparés à la résistance au déversement déterminée par des formules analytiques.</p>\n<p>L'application Member utilise exactement les mêmes principes. L'élément analysé est extrait du modèle complet de la structure. Les conditions aux limites ne sont pas estimées, mais toutes les parties de connexion sont modélisées avec précision. Le problème des conditions aux limites n'est pas entièrement résolu en raison de la nécessité d'appuyer les extrémités des éléments associés. Les appuis des éléments associés dépendent du choix du concepteur, mais leur influence sur la résistance à la charge de l'élément analysé est inférieure de plusieurs ordres de grandeur par rapport à l'approche standard.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Exemple du modèle de poutre principale avec nœuds, éléments associés et charges</em></p>\n<p>L'élément analysé AM1 – la poutre principale – est chargé par une charge continue agissant sur la semelle supérieure. Les nœuds sont modélisés et vérifiés dans IDEA StatiCa Connection.</p>\n<p>Les poteaux sont les éléments associés du modèle. Ils sont encastrés à la base. En tête, ils sont appuyés uniquement dans la direction transversale (<em>y</em>, <em>z</em>). Cela permet de charger les poteaux par le poids du reste de la structure – par un effort normal et un moment fléchissant dans cet exemple. Leurs valeurs correspondent aux efforts intérieurs calculés sur le modèle 3D dans le logiciel de calcul par éléments finis. Aucune autre charge n'agit sur les poteaux.</p>\n<p>Les autres éléments associés sont les poutres secondaires. Elles sont simplement appuyées et les charges réelles leur sont appliquées sur toute leur longueur. À leurs extrémités, des appuis simples sont appliqués avec la restriction supplémentaire de rotation autour de l'axe longitudinal <em>x</em>.</p>\n<p>Bien entendu, le modèle CBFEM est également simplifié d'une certaine manière. Néanmoins, il décrit le comportement de l'élément analysé avec plus de précision que l'approche standard basée sur des formules analytiques et l'estimation des conditions aux limites et du diagramme des moments fléchissants.</p>\n<p>Les figures suivantes montrent le comportement attendu de la poutre principale.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Déformation de la poutre principale déterminée par MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Forme du mode de flambement déterminée par LBA</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8efa6c45_f634_01b4_95f1_f157a290fe78\"></object>\n<h2>Analyse</h2>\n<p>IDEA StatiCa Member est capable d'effectuer trois types d'analyse :</p>\n<ol>\n <li>Analyse Matériellement Non Linéaire</li>\n <li>Analyse Linéaire de Flambement</li>\n <li>Analyse Géométriquement et Matériellement Non Linéaire avec Imperfections</li>\n</ol>\n<p>Les deux premières analyses peuvent être utilisées pour les vérifications normatives des éléments, par exemple en utilisant la méthode générale (EN 1993-1-1, Art. 6.3.4), mais elles sont principalement utilisées pour la préparation de la troisième analyse, la plus précise.</p>\n<h3>Analyse Matériellement Non Linéaire (MNA)</h3>\n<p>Une analyse statique matériellement non linéaire et géométriquement linéaire est suffisante pour les éléments trapus sans problème de flambement. L'objectif de l'application IDEA StatiCa Member étant de traiter des éléments complexes, l'analyse MNA n'est généralement pas suffisante pour une évaluation complète. Cette analyse est nécessaire pour effectuer d'autres types d'analyse.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Diagrammes de comportement matériau de l'acier dans les modèles numériques</em></p>\n<h3>Analyse Linéaire de Flambement (LBA)</h3>\n<p>La structure est considérée parfaite sans aucune imperfection géométrique ou matérielle, et le matériau est élastique dans ce type d'analyse. L'analyse linéaire de flambement fournit le facteur <em>α</em><sub>cr</sub> – amplificateur minimal des charges de calcul pour atteindre la résistance critique élastique du composant structurel. Ce facteur détermine la charge à laquelle la charge critique d'Euler est atteinte. La charge de flambement réelle d'une structure réelle et imparfaite peut être bien inférieure, et une marge de sécurité élevée est donc recommandée :</p>\n<ul>\n <li><em>α</em><sub>cr</sub> > 15 – utiliser MNA</li>\n <li><em>α</em><sub>cr</sub> < 15 – utiliser GMNIA</li>\n</ul>\n<p>Un autre résultat de la LBA d'égale importance est la forme du mode de flambement. Elle fournit des informations sur la partie de la structure modélisée qui perd sa stabilité. L'utilisateur doit vérifier tous les modes de flambement et sélectionner les plus importants pour l'application des imperfections. Les formes de modes de flambement importantes provoquent généralement une déflexion sinusoïdale en demi-onde de l'élément analysé ou un flambement local des plaques élancées.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Formes des modes de flambement</em></p>\n<p>La forme du mode de flambement nous renseigne également sur le type de défaillance de l'élément : flambement par flexion autour de l'axe faible ou fort, flambement par torsion (poteaux chargés axialement), déversement (poutres fléchies) ou flambement local (éléments avec plaques élancées). Notez que pour les structures complexes, les formes de modes de flambement peuvent combiner le flambement de plusieurs éléments avec des formes variées. De plus, si une ossature complète est modélisée, l'ossature flambera dans son ensemble et non les poteaux et la poutre principale séparément.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Flambement par flexion, flambement par torsion, déversement</em></p>\n<p>Pour calculer les modes de flambement, l'algorithme de Lanczos est utilisé.</p>\n<p>Une limitation de cet algorithme est que si plusieurs formes de flambement existent pour le même facteur de flambement ou pour des facteurs très proches, la méthode n'est capable de calculer qu'une seule de ces formes. Cela peut être typiquement le cas pour les structures à parois minces, pour lesquelles les formes associées à un seul facteur de flambement peuvent prendre de nombreuses configurations ; l'utilisateur doit donc être conscient de cette limitation.</p>\n<p>Pour chaque forme de flambement, il existe toujours une seconde forme avec le même facteur de flambement mais une déformation de signe opposé. Cela doit être gardé à l'esprit lors de la combinaison de formes pour constituer une imperfection pour la GMNIA – l'utilisateur peut souhaiter utiliser une forme de flambement de signe opposé si la forme résultante est plus défavorable en combinaison avec un autre mode de flambement.</p>\n<p>Les formes des modes de flambement sont directement utilisées pour l'application des imperfections dans le type d'analyse le plus élaboré – la GMNIA.</p>\n<h3>Analyse Géométriquement et Matériellement Non Linéaire avec Imperfections (GMNIA)</h3>\n<p>L'analyse géométriquement et matériellement non linéaire avec imperfections est le type d'analyse le plus élaboré pour les chargements statiques. Toutes les imperfections (épaisseur variable des plaques, défaut de rectitude, contraintes résiduelles, hétérogénéités du matériau, désalignement des appuis...) sont substituées par des imperfections géométriques équivalentes et peuvent être définies à l'aide des formes de modes de flambement calculées par LBA. L'utilisateur sélectionne l'amplitude maximale de la forme du mode de flambement utilisée pour l'imperfection. La description des imperfections est présentée dans le chapitre suivant.</p>\n<h3>Interprétation des résultats</h3>\n<p>La plupart des codes de calcul reconnaissent deux états limites – l'état limite de service et l'état limite ultime.</p>\n<h4>État limite de service</h4>\n<p>Les codes de calcul fixent des limites de déflexion des éléments. Celles-ci peuvent être vérifiées en comparant la déflexion de l'élément analysé aux limites prescrites.</p>\n<h4>État limite ultime</h4>\n<p>L'état limite ultime peut être atteint par l'atteinte d'une valeur limite de la déformation principale membranaire – recommandée à 5 % – ou par l'atteinte de la charge maximale pour les éléments susceptibles de flamber. La charge maximale est atteinte lorsque le solveur cesse de converger (car le modèle est chargé par des forces et non par des déplacements). La fin de convergence signifie qu'aucun incrément de charge ne peut être appliqué au modèle, et l'analyse peut s'arrêter en dessous de 100 % de la charge définie. La branche descendante du diagramme charge-déformation ne peut pas être capturée.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>Fin de convergence en GMNIA</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4f5e3efd_cc56_0113_04a5_bac9ad349a8d\"></object>\n<h2>Imperfections</h2>\n<p>Les imperfections sont des inexactitudes dans les appuis, des contraintes résiduelles dans les éléments, des épaisseurs variables des plaques, des défauts de rectitude des éléments, etc. Toutes ces imperfections sont simulées par une imperfection géométrique équivalente. Trois types d'imperfections géométriques peuvent être pris en compte :</p>\n<ol>\n <li>Imperfections globales de la structure</li>\n <li>Imperfections locales des éléments</li>\n <li>Imperfections locales des plaques d'éléments élancés</li>\n</ol>\n<p>Des recommandations sont disponibles, par exemple dans EN 1993-1-1 et EN 1993-1-5, pour chaque type d'imperfection.</p>\n<p>Notez qu'en général, les formes d'imperfection de signe positif et négatif (directions différentes) doivent être étudiées. Ce n'est que si la géométrie est symétrique que les deux directions d'imperfection donnent les mêmes résultats, et une seule peut alors être étudiée.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n93586288_8bb0_01d1_4878_6b4556829a3e\"></object>\n<h2>Imperfections globales</h2>\n<p>Les imperfections globales de la structure sont décrites dans EN 1993-1-1, Art. 5.3.2 (3). La structure doit être inclinée sous la forme d'une imperfection de déversement équivalente conformément à la figure suivante.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Imperfection de déversement équivalente (d'après EN 1993-1-1 – Figure 5.2)</em></p>\n<p>L'angle d'imperfection est :</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>où :</p>\n<ul>\n <li><em>ϕ</em><sub>0</sub> = 1/200 – valeur de base de l'imperfection</li>\n <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – facteur de réduction pour la hauteur <em>h</em> applicable aux poteaux</li>\n <li><em>h</em> – hauteur de la structure en mètres</li>\n <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – facteur de réduction pour le nombre de poteaux dans une rangée</li>\n <li><em>m</em> – nombre de poteaux dans une rangée, en ne comptant que les poteaux qui supportent un effort vertical <em>N</em><sub>Ed</sub> au moins égal à 50 % de la valeur moyenne des poteaux dans le plan vertical considéré</li>\n</ul>\n<p>Les imperfections globales doivent être appliquées à la structure dans le modèle d'analyse global afin d'obtenir des charges correctes. Les imperfections globales n'ont pas nécessairement à être appliquées également au modèle dans l'application <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a> si, par exemple, une seule poutre est analysée.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n33d783e3_eba9_011d_fb52_64c35025f27f\"></object>\n<h2>Imperfections locales des éléments</h2>\n<p>Les imperfections locales des éléments sont décrites dans EN 1993-1-1, Art. 5.3.2 (3). Les imperfections sont considérées sous la forme d'une imperfection locale en arc avec l'amplitude <em>e</em><sub>0</sub>/<em>L</em>, où <em>L</em> est la longueur théorique de l'élément (distance nœud à nœud).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Valeurs de calcul des imperfections locales initiales en arc (d'après EN 1993-1-1 – Tableau 5.1)</em></p>\n<p>L'analyse plastique est utilisée, donc la colonne de droite du tableau doit être utilisée. L'amplitude <em>e</em><sub>0</sub> doit être choisie conformément au tableau ci-dessus pour les éléments principalement comprimés où un flambement par flexion, par torsion ou par flexion-torsion est attendu. Si l'élément est principalement fléchi et que le mode de défaillance principal est le déversement, l'amplitude <em>e</em><sub>0</sub> peut être réduite par le facteur <em>k</em> = 0,5 conformément à EN 1993-1-1, Art. 5.3.4 (3).</p>\n<p>Deux exemples sont présentés :</p>\n<h4>Exemple 1 : Poteau</h4>\n<p>Un poteau de 4 m de longueur est chargé par un effort axial et présente <em>α</em><sub>cr</sub> = 1,4 pour le flambement autour de l'axe fort et <em>α</em><sub>cr</sub> = 1,5 autour de l'axe faible. Les autres valeurs sont significativement plus élevées. Deux cas doivent être vérifiés :</p>\n<ol>\n <li>Flambement autour de l'axe fort : Conformément au Tableau 6.2, la courbe de flambement a est sélectionnée, ce qui correspond à une amplitude d'imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 pour l'analyse plastique. Par conséquent, une amplitude de 4000 / 250 = 16 mm est appliquée à la première forme de mode de flambement. La GMNIA est exécutée et les états limites sont évalués.</li>\n <li>Flambement autour de l'axe faible : Conformément au Tableau 6.2, la courbe de flambement b est sélectionnée, ce qui correspond à une amplitude d'imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 pour l'analyse plastique. Par conséquent, une amplitude de 4000 / 200 = 20 mm est appliquée à la deuxième forme de mode de flambement. La GMNIA est exécutée et les états limites sont évalués.</li>\n</ol>\n<p>La résistance à la charge minimale doit être utilisée. Alternativement, les deux modes de flambement peuvent être utilisés simultanément, ce qui conduit à un résultat plus sécuritaire et à un temps de calcul plus court.</p>\n<h4>Exemple 2 : Poutre</h4>\n<p>Une poutre avec une portée théorique (distance nœud à nœud) de 6 m est chargée par une charge transversale. La LBA montre que la première forme de mode de flambement est le déversement avec <em>α</em><sub>cr</sub> = 1,9. Les autres formes de modes de flambement présentent des valeurs de <em>α</em><sub>cr</sub> significativement plus élevées. Conformément au Tableau 6.4, la courbe de flambement a est sélectionnée, ce qui correspond à une amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Comme le déversement est étudié, le facteur <em>k</em><sub>0</sub> = 0,5 peut être utilisé. Une amplitude de 0,5 • 6000 / 250 = 12 mm est appliquée au premier mode de flambement. La GMNIA est exécutée et les états limites sont évalués.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4fee7a2c_2efb_0186_c570_61218f71ed2b\"></object>\n<h2>Imperfections locales des plaques d'éléments élancés</h2>\n<p>Si les éléments sont de classe 4, les imperfections locales des plaques doivent également être appliquées. L'amplitude de l'imperfection du panneau doit être <em>a</em> / 200, où <em>a</em> est la portée la plus courte du panneau conformément à EN 1993-1-5, Art. C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"\"></figure>\n<p><em>Flambement local des plaques élancées</em></p>\n<p>Bien que la GMNIA soit une analyse appropriée pour l'évaluation des éléments élancés, actuellement, un nombre insuffisant de vérifications et de validations a été réalisé pour confirmer que le modèle est sûr. Par conséquent, il n'est pas recommandé d'utiliser IDEA StatiCa Member pour les éléments élancés (classe 4) pour l'instant.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influence des imperfections sur l'analyse numérique des plaques élancées</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84bb92cc_0ec1_010e_a552_fcfc0ea3e8f1\"></object>\n<h2>Application des imperfections dans IDEA StatiCa Member</h2>\n<p><a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a> permet d'appliquer des <a data-item-id=\"8df78392-c0d8-51ab-bb62-e811552eae4a\" href=\"\">imperfections</a> dans les formes de modes de flambement avec une amplitude maximale choisie par l'utilisateur en valeur absolue. En général, la première forme de mode de flambement avec l'amplitude maximale selon le Tableau 5.1 de EN 1993-1-1 est suffisante. Pour les éléments de classe de section 4, plusieurs formes de modes de flambement doivent être prises en compte et une combinaison d'au moins deux modes de flambement doit être utilisée. En particulier pour un modèle comportant plusieurs éléments analysés, plusieurs formes de modes de flambement doivent être sélectionnées.</p>\n<p>Les imperfections géométriques sont équivalentes et ne doivent pas intervenir dans l'évaluation des résultats, par exemple la déflexion à l'état limite de service. Par conséquent, lors de la visualisation des résultats, seules les déflexions dues au chargement sont affichées sur une structure non déformée par les imperfections.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4a79c8c0_b94c_015c_4604_a2638cf04b4c\"></object>\n<h2>Calcul avancé selon AISC 360-16</h2>\n<p>AISC 360-16 ne fait pas directement référence au calcul des éléments par analyse aux éléments finis utilisant des éléments coques ; il est donc recommandé d'utiliser le guide beaucoup plus détaillé de EN 1993-1-5. Le commentaire 1.3.3b renvoie à l'ECCS : Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984), où le concept d'imperfection géométrique équivalente est utilisé. Le calcul par analyse inélastique est traité à l'Annexe 1.3. L'analyse inélastique doit prendre en compte :</p>\n<ul>\n <li>les déformations par flexion, cisaillement, effort axial et torsion des éléments, ainsi que toutes les autres déformations des composants et des assemblages qui contribuent aux déplacements de la structure – couvert par l'utilisation de la GMNIA et d'éléments modélisés par des éléments coques</li>\n <li>les effets du second ordre (y compris les effets <em>P-Δ</em>, <em>P-δ</em> et de torsion) – couvert par l'utilisation de la GMNIA</li>\n <li>les imperfections géométriques – définies par l'utilisateur à l'aide de la forme du mode de flambement issue de l'analyse LBA</li>\n <li>les réductions de rigidité dues à l'inélasticité, y compris la plastification partielle de la section transversale qui peut être accentuée par la présence de contraintes résiduelles – il n'est pas possible de définir des contraintes résiduelles dans l'élément. Cependant, en utilisant l'Annexe 1.3.3c, la modélisation des contraintes résiduelles peut être remplacée par une réduction du module d'élasticité <em>E</em> et du module de cisaillement <em>G</em> de 0,8.</li>\n <li>l'incertitude sur la résistance et la rigidité du système, des éléments et des assemblages – couvert par l'utilisation des imperfections géométriques et de la réduction de rigidité</li>\n</ul>\n<p>L'Annexe 1.3.3b stipule : « Dans tous les cas, l'analyse doit modéliser directement les effets des imperfections initiales dues à la fois aux points d'intersection des éléments déplacés de leurs positions nominales (imperfections de système) et au défaut de rectitude initial ou aux décalages des éléments le long de leur longueur (imperfections d'élément). L'amplitude des déplacements initiaux doit être la valeur maximale prise en compte dans le calcul ; la configuration des déplacements initiaux doit être telle qu'elle produise l'effet déstabilisateur le plus important. »</p>\n<p>Les imperfections géométriques sont décrites dans le commentaire C2.2 : « Les imperfections géométriques initiales sont supposées de manière conservative égales aux tolérances maximales de matériau, de fabrication et de montage autorisées par le Code de pratique standard de l'AISC (AISC, 2016a) : un défaut de rectitude d'élément égal à <em>L</em> / 1000, où <em>L</em> est la longueur de l'élément entre les points de contreventement ou d'ossature, et un défaut d'aplomb de l'ossature égal à <em>H</em> / 500, où <em>H</em> est la hauteur d'étage. »</p>\n<p>Il est recommandé d'appliquer le défaut d'aplomb dans le logiciel de calcul par éléments finis 3D et le défaut de rectitude dans l'application <a data-item-id=\"e2fb6b14-f5e4-4b81-8322-71acd2cdf487\" href=\"\">IDEA StatiCa Member</a>.</p>\n<h4>Résumé :</h4>\n<p>Si l'approche AISC est retenue, appliquer le défaut d'aplomb <em>H</em> / 500 dans le logiciel de calcul par éléments finis 3D, le défaut de rectitude <em>L</em> / 1000 dans Member et réduire le module d'élasticité en traction/compression et en cisaillement par un facteur 0,8. 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"value": "<p>L'organisation du modèle IDEA StatiCa Member est légèrement différente de celle des autres applications IDEA StatiCa, mais elle respecte néanmoins l'approche <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM</a>. Passons en revue les définitions clés.</p>\n<p><br></p>\n<p>L'élément analysé est la partie de la structure destinée à être analysée, la partie qui nous intéresse. Les éléments liés sont tous les autres éléments connectés à l'élément analysé. Les éléments liés partagent des assemblages communs avec l'élément analysé.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>Les assemblages entre l'élément analysé et les éléments liés sont définis par la conception du nœud. </p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>Les charges peuvent être introduites de plusieurs façons. On distingue essentiellement deux possibilités : les efforts intérieurs et les charges appliquées. Les efforts intérieurs peuvent être introduits à l'extrémité d'un élément lié. Les charges appliquées peuvent être introduites sur l'élément analysé ou sur les éléments liés sous forme de charge uniformément répartie.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>En définissant toutes ces parties du modèle, l'organisation du Member est complète.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>La description complète du flux de travail du modèle est expliquée dans le <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">fond théorique d'IDEA StatiCa Member</a>. </p>"
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"value": "<p>IDEA StatiCa Connection enables you to design your steel connections not only according to your code but it lets you optimize your model as well. Until now, it was just based on the designer's experience to decide what type of bolts, welds, plates, or anything else should be used, so the connection is still safe but also efficient cost-wise. </p>\n<p>We heard of a lot of calls from steel fabricators using IDEA StatiCa for the possibility to see the connection costs at the first glance. Obviously, what can be a couple of bucks on a single connection means a fortune for the whole construction. </p>\n<p>That is why the new <strong>IDEA StatiCa version 20.1 brings</strong> as one of its major novelties <strong>the possibility to calculate production costs</strong>. </p>\n<p>With this new feature, you can very quickly estimate the final price of the created design and optimize the connection concerning that. Of course, still keeping in mind the most important factor, the safety. </p>\n<p>Prices of individual connection components can be specified easily on a cost per unit weight basis in Settings. Costs can currently be defined for four basic entities:</p>\n<ul>\n <li><strong>Steel parts </strong>(plates and added steel members, grade dependent)</li>\n <li><strong>Welds </strong>(single and double fillet welds, ½ V and K butt welds, weld size dependent)</li>\n <li><strong>Bolt assemblies </strong>(grade and diameter dependent)</li>\n <li><strong>Hole drilling </strong>(as a percentage of bolt assembly cost)</li>\n</ul>\n<figure data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png\" data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" alt=\"\"></figure>\n<p>The resulting value is presented in the 3D scene view. The costs are updated in real-time according to manufacturing operations used in the design.</p>\n<figure data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e6899abc-8188-4b4c-9804-f840c0415a20/cost%20estimate.png\" data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" alt=\"\"></figure>\n<p>The currency can be set according to your local preferences again in Settings. </p>\n<p>If you want your cost estimation to be a part of your final report, no problem with that. Just choose this possibility in the report project item settings. </p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"\"></figure>\n<h3>See how it works</h3>\n<p>Watch the webinar recording part where our colleague Ryan introduces the Cost estimation feature. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3c1a46c8_ca8f_01b4_8907_4b577bd226ba\"></object>\n<h2>Put the new version to the test</h2>\n<p>Cost estimation is definitely not the only improvement brought by the new IDEA StatiCa version 20.1 introduced at the beginning of October. Find the complete overview of new features and improvements for steel connection design condensed in our <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes</a>.</p>\n<p>The best way to get to know all of them is to try them on your own. Just <a data-item-id=\"0dff6482-3e17-4ca2-bb66-b4abc6a8dde4\" href=\"\">download the new version</a> and ask for your free 14-day trial. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f50affa7_2247_010b_adc5_ca1d980f26f3\"></object>"
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"value": "<p>Permettez-moi de vous présenter <strong>5 des raccourcis les plus récents dans le flux de travail de conception des assemblages </strong>que vous pouvez utiliser pour économiser un temps précieux.</p>\n<h2>#1 Liens BIM</h2>\n<p>Les interconnexions BIM entre les logiciels de calcul par éléments finis et les applications CAO de modélisation sont bien connues. Vous pouvez utiliser la géométrie globale de la structure, les conditions aux limites, les propriétés des matériaux et des sections transversales d'un logiciel et les utiliser dans l'autre.</p>\n<p>Mais qu'en est-il de l'évaluation des assemblages d'éléments ?</p>\n<p>Il existe plusieurs applications de modélisation des assemblages qui permettent de créer un modèle 3D de chaque assemblage dans les moindres détails. Mais lorsque vous souhaitez vérifier que tout fonctionne comme prévu, vous deviez créer un modèle de calcul séparé avec un degré d'imprécision élevé.</p>\n<p>Cela peut désormais appartenir au passé !</p>\n<p>Il n'existe pas de moyen plus rapide d'évaluer n'importe quel assemblage acier complexe et de générer le rapport de vérification normative. Grâce à la fonctionnalité de lien BIM développée et intégrée dans les produits IDEA StatiCa, vous pouvez éviter la duplication du travail.</p>\n<p>Cela ne nécessite pas plus de trois étapes de base :</p>\n<ol>\n <li>Exportez l'assemblage depuis votre application CAO vers IDEA StatiCa Connection. Vous pouvez simplement utiliser le modèle 3D que vous avez déjà modélisé dans l'application CAO.</li>\n <li>Exportez les charges depuis votre application de calcul par éléments finis vers IDEA StatiCa Connection, où vous appliquez les efforts internes aux nœuds déjà calculés dans votre modèle de calcul global.</li>\n <li>Vous combinez enfin ces deux données dans IDEA StatiCa et vous pourrez vérifier tout ce qui vous intéresse.</li>\n</ol>\n<p>Bien sûr, il faut parfois optimiser l'assemblage après la première tentative, mais avec la fonction « synchroniser », le processus itératif ressemble davantage à un plaisir qu'à un travail.</p>\n<p>D'accord - ce n'est peut-être plus aussi agréable si vous devez encore effectuer cette vérification pour plusieurs assemblages les uns après les autres. C'est pourquoi la « sélection groupée » a été créée ! Grâce à cette fonctionnalité, vous pouvez sélectionner plusieurs assemblages à la fois et les évaluer automatiquement. Notre <a data-item-id=\"57d37a52-71c7-4b49-8a98-df21117d0e44\" href=\"\">article de blog - Sélection groupée</a> traite ce sujet plus en détail.</p>\n<p>C'est un rêve devenu réalité pour tous ceux qui travaillent sur les assemblages structurels ! Ce type de flux de travail semi-automatique est particulièrement bénéfique pour les personnes responsables de la conception, de l'évaluation et des vérifications normatives des assemblages.</p>\n<figure data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png\" data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" alt=\"\"></figure>\n<p>Les ingénieurs utilisent de nombreux logiciels différents. En conséquence, vous pouvez trouver de nombreux tutoriels décrivant leur connexion avec IDEA StatiCa. <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Tutoriel - Comment combiner Tekla et SAP</a> fait partie des plus populaires.</p>\n<p>Comme les liens BIM sont essentiels pour un flux de travail efficace, le développement de fonctionnalités progresse sans cesse pour une utilisation encore meilleure par les ingénieurs. C'est pourquoi il est utile de consulter l'un de nos webinaires récents - <a data-item-id=\"2d19ed52-e2a0-46e1-a262-f4a52ae62025\" href=\"\">Les dernières fonctionnalités des liens BIM CAO</a> - pour ne manquer aucun nouvel outil.</p>\n<h2>#2 Utiliser des modèles préparés</h2>\n<p>Vous n'avez pas à réinventer la roue encore et encore et encore...</p>\n<p>Bien que chaque structure soit unique d'une certaine façon, il est très probable que le type d'assemblage que vous allez concevoir ait déjà été réalisé par quelqu'un auparavant.</p>\n<h3>Assistant de démarrage</h3>\n<p>Dans de nombreux cas, les modèles de l'écran de l'assistant de démarrage peuvent effectuer la majeure partie du travail de modélisation à votre place. Dès le lancement du logiciel, vous pouvez trouver plus de 250 modèles en attente d'une optimisation finale.</p>\n<figure data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png\" data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" alt=\"\"></figure>\n<p>Pour une introduction à ces modèles, consultez notre article de blog sur les <a data-item-id=\"c6fcb894-3dfa-48d1-a36c-1c48cc3886cc\" href=\"\">Nouveaux modèles de l'assistant</a>.</p>\n<h3>Modèles dynamiques (clic droit)</h3>\n<p>Une excellente fonctionnalité de modèles dynamiques est activée par le bouton droit de la souris. C'est comme dire à l'application : « ok, et maintenant assemblez ces deux éléments ensemble, s'il vous plaît », mais beaucoup plus rapidement. En quelques clics de souris, vous créez plusieurs opérations de modélisation à la fois.</p>\n<figure data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png\" data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" alt=\"\"></figure>\n<p>Il est fortement recommandé de se familiariser avec les fonctionnalités du <strong>bouton droit de la souris</strong>, car elles incluent les fonctions les plus utiles et les plus nécessaires. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a2d7bfa1_73a9_011e_3e74_2e59ce8b80bd\"></object>\n<h3>Pré-dimensionnement</h3>\n<p>Cette fonctionnalité avancée crée les assemblages selon des paramètres prédéfinis - essentiellement basés sur un pourcentage de la résistance de la section transversale de l'élément.</p>\n<figure data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png\" data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" alt=\"\"></figure>\n<p>Une fois que vous aurez découvert et utilisé cette fonction, vous ne pourrez plus vous en passer. Accédez-y dès maintenant via notre article dédié au <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pré-dimensionnement</a>. </p>\n<figure data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png\" data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" alt=\"\"></figure>\n<h3>Modèles utilisateur</h3>\n<p>Il est assez courant que chaque ingénieur structure ou entreprise de construction ait son propre style spécifique dans lequel les assemblages acier sont conçus et fabriqués. Ces spécificités varient selon les régions et les usages. C'est pourquoi il n'est pas possible de créer un ensemble d'assemblages qui convienne également à tous les utilisateurs. </p>\n<p>Mais il est possible (et fortement recommandé) pour tous les utilisateurs de travailler avec des modèles créés par leurs propres soins. Cette fonction est assurée par le gestionnaire de modèles. </p>\n<figure data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png\" data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" alt=\"\"></figure>\n<p>Vous pouvez y stocker et gérer des modèles d'assemblages selon vos habitudes et vos besoins. La façon de les enregistrer et de les réutiliser est abordée dans notre <a data-item-id=\"eb5ed311-0f6d-55c8-af67-aef19c91bcde\" href=\"\">webinaire - Modèles et partage</a>.</p>\n<h3>Exemples de projets</h3>\n<p>Des dizaines d'exemples de projets de conception d'assemblages sont <a href=\"https://www.ideastatica.com/support-center-sample-projects?product=steel\">disponibles dans le Centre de support</a>, et nous en ajoutons continuellement de nouveaux. Assemblages articulés, boulonnés ou soudés, ossatures à rotules, poutres, platines de base, ancrages, tout ce dont vous avez besoin... </p>\n<figure data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png\" data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" alt=\"\"></figure>\n<p>Il ne vous reste plus qu'à trouver celui qui convient le mieux à votre conception, à le télécharger et à l'adapter à votre propre projet. <strong>Simple, direct, gratuit.</strong> La catégorie <a href=\"https://www.ideastatica.com/support-center/all?category=sample_project\">Exemples de projets</a> est un excellent type de contenu, où vous pouvez trouver de nouvelles inspirations ainsi qu'un aperçu des capacités des applications IDEA StatiCa présentées dans des cas d'utilisation pratiques réels.</p>\n<h2>#3 Centre de support</h2>\n<p>Souvent, une part importante du temps de conception est consacrée à la recherche d'informations appropriées relatives à la structure particulière, aux exigences normatives ou aux spécificités de la conception. Cela pourrait être le gain de temps décisif : une source d'information fiable (sans recherche fastidieuse dans des manuels de conception ou plusieurs ressources internet différentes).</p>\n<p>Le <a href=\"https://www.ideastatica.com/support-center\">Centre de support</a> IDEA StatiCa est une source d'information complète et de qualité - il contient une multitude d'informations dédiées à la conception des assemblages. Et grâce à un algorithme de recherche robuste et sophistiqué, vous obtenez les meilleurs résultats adaptés à vos besoins.</p>\n<p>Un seul mot et vous obtenez de nombreuses ressources utiles.</p>\n<figure data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png\" data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" alt=\"\"></figure>\n<p>Comme nous avons tous des préférences différentes en matière de sources, vous pouvez choisir la forme d'information adaptée à vos besoins actuels. Les informations sont disponibles sous différentes formes. </p>\n<p>Voyez simplement la quantité de contenu relatif à la <strong>conception des assemblages</strong> disponible rien que pour vous (données de février 2021) :</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">69 webinaires</a>,</li>\n <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">34 tutoriels et tutoriels de liens BIM</a>,</li>\n <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&category=knowledgebase_article&category=faq\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">plus de 200 articles de base de connaissances</a>,</li>\n <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&category=verification_example&category=scientific_article\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">80 articles et exemples de vérification</a>,</li>\n <li><a href=\"https://www.ideastatica.com/support-center/sample-projects-for-steel-connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">50 exemples de projets </a></li>\n <li>et bien d'autres encore.</li>\n</ul>\n<h2>#4 Visionneuse de projet</h2>\n<p>L'un des moyens les plus rapides de communiquer vos idées sur la conception des assemblages est de montrer votre modèle 3D à vos partenaires commerciaux dans le cloud via un navigateur web (voir par exemple <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">article de blog - Visionneuse de projet</a>).</p>\n<p>Les avantages de ce type de communication sont assez évidents :</p>\n<ul>\n <li>votre partenaire commercial n'a pas besoin d'avoir l'application IDEA StatiCa achetée ou installée,</li>\n <li>une connexion internet et un navigateur web sont les seules nécessités,</li>\n <li>c'est gratuit pour les deux parties,</li>\n <li>pas besoin d'exporter le modèle 3D en dessins 2D via un logiciel tiers, tandis que la visionneuse peut l'exporter directement au format DWG standard.</li>\n</ul>\n<h2>#5 GitHub IDEA Open Model</h2>\n<p>Si vous utilisez votre propre application de calcul par éléments finis ou si vous modélisez vos assemblages dans votre propre logiciel CAO, vous pouvez toujours utiliser la puissance et les avantages des produits IDEA StatiCa. Nos développeurs ont préparé une interface de programmation d'application (API) pour l'interconnexion entre différents logiciels via l'IDEA Open Model (IOM).</p>\n<p>Et quel est le principal avantage de la mise en œuvre de cette fonctionnalité ?</p>\n<p>Vous pouvez continuer à utiliser votre propre logiciel pour lequel vous avez déjà payé ainsi que les produits IDEA StatiCa – les deux logiciels de manière indépendante. Mais vous devrez alors effectuer certaines tâches deux fois.</p>\n<p>Ou vous pouvez implémenter l'IDEA Open Model et commencer à profiter des avantages des interconnexions d'import-export directes, évitant ainsi la nécessité de tout modéliser deux fois.</p>\n<p>Vous pouvez trouver tous les détails nécessaires dans notre <a data-item-id=\"f38cae61-35a0-50a4-8bf6-e729d2901cb4\" href=\"\">article de blog - IDEA Open Model</a> dédié à ce sujet ou directement sur la <a href=\"https://github.com/idea-statica\">page web GitHub</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
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"value": "<p><em>Cet article contient des informations obsolètes. Veuillez vous référer à la </em><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><em>version mise à jour</em></a><em>.</em><strong><br></strong><br>La fonctionnalité en est à ses débuts et a été principalement mise en œuvre pour les sections transversales en I. Voici les opérations de fabrication les plus courantes :</p>\n<ul>\n <li>Platine d'âme</li>\n <li>Éclissage</li>\n <li>Platine d'extrémité en cisaillement</li>\n <li>Platine d'extrémité affleurante et saillante</li>\n <li>Soudures</li>\n</ul>\n<figure data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png\" data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" alt=\"\"></figure>\n<p><strong>Comment cela fonctionne-t-il ? </strong></p>\n<p>Le pré-dimensionnement lit les données d'entrée depuis le tableau des propriétés de l'opération de fabrication concernée, puis crée une conception initiale suggérée. En général, les données matérielles et géométriques des éléments assemblés, la boulonnerie et les données de soudure sont toutes lues comme données d'entrée pour le processus de pré-dimensionnement. En résultat (sortie), l'épaisseur des plaques, les dimensions des soudures, le nombre et la disposition des boulons sont générés.</p>\n<p>La conception résultante est approximativement basée sur la résistance des sections transversales ou des plaques assemblées. Le pourcentage de cette résistance peut être modifié dans les paramètres de pré-dimensionnement (ruban supérieur). Un pourcentage plus élevé produira des conceptions plus robustes.</p>\n<p>Plusieurs autres préférences peuvent être modifiées dans les Paramètres, notamment les incréments de dimension préférés pour les épaisseurs de plaques, la taille des soudures et l'espacement des boulons.</p>\n<figure data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png\" data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" alt=\"\"></figure>\n<p>Si une opération donnée est prise en charge, vous pouvez appeler le pré-dimensionnement en faisant un clic droit sur le nom de l'opération dans l'arborescence des opérations, ou en cliquant sur le bouton dans l'onglet orange en haut de la grille de propriétés de l'opération. Le pré-dimensionnement est également appelé automatiquement lors de la création d'une nouvelle opération. Il est également possible d'obtenir le pré-dimensionnement en lot pour toutes les opérations prises en charge en faisant simplement un clic droit sur Opérations dans l'arborescence.</p>\n<p>Disponible dans les éditions <strong>Expert </strong>et <strong>Enhanced </strong>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a827616f_d97f_0111_e68b_c4c762a6e665\"></object>"
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"value": "<p>Pour définir les charges, vous pouvez utiliser l'une de ces cinq options :</p>\n<ol>\n <li><a href=\"#manual_input_table\">Saisie manuelle dans le tableau</a></li>\n <li><a href=\"#manual_input_spreadsheet\">Saisie manuelle depuis un tableur</a></li>\n <li><a href=\"#automatic_import_checkbot\">Importation automatique via le lien BIM (IDEA StatiCa Checkbot)</a></li>\n <li><a href=\"#load_transfer\">Transfert de charge d'un projet Connection vers un autre</a></li>\n <li><a href=\"#percentage_load\">Charge en pourcentage de la capacité de la section transversale</a></li>\n</ol>\n<p>Examinons maintenant chacune des options de la liste.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n56b2a4d3_7be8_01f1_478e_780aca95e5cc\"></object>\n<h2>1. Saisie manuelle dans le tableau</h2>\n<p>Il s'agit de la procédure de base et directe : dans le tableau des charges, vous pouvez charger les éléments par un ensemble de six efforts internes. </p>\n<p>En fonction de l'option « Charges en équilibre » sélectionnée, le tableau des forces non équilibrées s'affiche en bas. (Remarque : lorsque l'option est désactivée, vous ne pouvez pas appliquer de charge sur l'élément appuyé. Pour en savoir plus, consultez <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">Équilibre et élément d'appui</a>.)</p>\n<figure data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png\" data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" alt=\"\"></figure>\n<p>Différentes actions sont disponibles dans le ruban supérieur, au-dessus du tableau des charges, ou dans le menu contextuel (clic droit). Vous pouvez définir plusieurs cas de charge, copier ou supprimer les cas existants, ou désélectionner certains cas de charge pour l'analyse (ceux-ci ne seront pas évalués). </p>\n<figure data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png\" data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\" alt=\"\"></figure>\n<p>Pour afficher le diagramme du moment fléchissant sur l'élément sélectionné, passez en mode d'affichage <strong>Filaire </strong>(coin supérieur droit de la scène 3D) et sélectionnez l'élément dans le tableau des charges. La charge en rouge dans la scène représente la charge à l'appui (réactions). </p>\n<figure data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png\" data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" alt=\"\"></figure>\n<p>En fonction du type de modèle sélectionné, les cellules correspondantes du tableau des charges sont « verrouillées » (empêchant la saisie). Voir plus dans l'article <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Comment modéliser un assemblage à un boulon (Type de modèle)</a>. </p>\n<figure data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png\" data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" alt=\"\"></figure>\n<p>Pour changer les unités, consultez <a data-item-id=\"832da2a8-6d89-4598-84c5-dfc30515c634\" href=\"\">Comment changer les unités dans IDEA StatiCa Connection</a>.</p>\n<p>Assurez-vous de définir les forces à la bonne position en tenant compte des types de modèles des éléments correspondants. Lisez l'article <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">Comment définir la position correcte des charges (Forces dans)</a> pour comprendre le problème.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7099585_5cf1_01f2_79a5_8e8933b109ac\"></object>\n<h2>2. Saisie manuelle depuis un tableur</h2>\n<p>Pour gagner du temps ou transférer les charges depuis un autre fichier source (il peut s'agir de votre modèle d'analyse globale ou simplement d'un autre modèle IDEA StatiCa Connection), il est possible de saisir en masse les valeurs de charge du tableau depuis un tableur. Utilisez le bouton <strong>Import XLS</strong> dans le ruban supérieur.</p>\n<figure data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png\" data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" alt=\"\"></figure>\n<p>Dans la figure, le tableau Excel comprend trois cas de charge. Il suffit de <strong>copier + coller</strong> les valeurs (CTRL+C et CTRL+V).</p>\n<figure data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png\" data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" alt=\"\"></figure>\n<p>Les valeurs sont automatiquement réparties en trois cas de charge. Assurez-vous que l'ordre des lignes que vous transférez correspond exactement à l'ordre des éléments dans le tableau des charges de l'assemblage. Vous pouvez <strong>réorganiser</strong> le tableau à l'aide des flèches situées à droite. Pour éviter le premier cas de charge vide, utilisez l'option <strong>Remplacer les charges existantes</strong>.</p>\n<figure data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png\" data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" alt=\"\"></figure>\n<p>Une fois que vous confirmez par OK, trois cas de charge sont créés. Les valeurs nulles dans le tableau des forces non équilibrées confirment que l'importation a été effectuée correctement. Voir aussi <a data-item-id=\"0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb\" href=\"\">Comment importer les effets de charge depuis une feuille Excel</a>.</p>\n<p>Pour un grand nombre d'effets de charge, envisagez d'utiliser la fonction <a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Sélection des charges extrêmes</a>.</p>\n<figure data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png\" data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" alt=\"\"></figure>\n<p>Pour transférer les charges d'un modèle IDEA StatiCa Connection vers un autre, vous pouvez également exporter les valeurs dans un tableau à l'aide du bouton <strong>Export XLS</strong> dans le ruban supérieur. Les effets de charge sont enregistrés sous forme de fichier CSV. Néanmoins, il existe également une méthode plus simple décrite à la section 4 (Transfert de charge d'un projet Connection vers un autre).</p>\n<figure data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png\" data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n074be19b_605e_01de_c14f_c1b1a1870576\"></object>\n<h2>3. Importation automatique via le lien BIM (IDEA StatiCa Checkbot)</h2>\n<p>Le flux de travail BIM est la fonctionnalité essentielle d'IDEA StatiCa Connection. En utilisant le lien BIM, les efforts internes de toutes les combinaisons de charges et cas de charge sont importés en une seule fois. Pour faciliter et fluidifier le transfert non seulement des charges, mais aussi de tous les éléments et sections transversales, nous avons développé <a href=\"https://www.ideastatica.com/bim-links\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Checkbot</a>, une application permettant à IDEA StatiCa Connection de s'intégrer de manière transparente dans le processus BIM global.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a209cc04_7c10_0162_b731_41c3b09f6adf\"></object>\n<p>Veuillez consulter la fonctionnalité complète d'<a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">IDEA StatiCa Checkbot dans l'article dédié</a> ou apprenez à l'utiliser avec votre application MEF/CAO dans l'un de <a href=\"https://www.ideastatica.com/support-center-tutorials?label=checkbot\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">nos nombreux tutoriels</a>.</p>\n<figure data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png\" data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" alt=\"\"></figure>\n<p>Si vous n'êtes pas sûr que nous soyons connectés à l'application avec laquelle vous travaillez, veuillez visiter notre site <a href=\"https://www.ideastatica.com/bim-integrations\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Intégrations prises en charge</a>. Lisez également davantage sur ce sujet dans le billet de blog <a data-item-id=\"765fe9a2-8335-43d4-b39f-1644fa998def\" href=\"\">BIM – La réponse à toutes nos prières (en ingénierie structurelle) ?</a>. </p>\n<p>Les forces non équilibrées lors de l'importation des charges via le lien BIM sont abordées dans l'article <a data-item-id=\"ff3dbaee-d843-5143-b29c-de5620fc3d7d\" href=\"\">Forces non équilibrées lors de l'importation via le lien BIM</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n11b9c02a_08fb_018c_2228_a7a31641a6eb\"></object>\n<h2>4. Transfert de charge d'un projet Connection vers un autre</h2>\n<p>Il s'agit d'une autre option pour transférer les charges d'un modèle IDEA StatiCa Connection vers un autre. Cela peut être utile, notamment lorsque vous disposez d'un modèle CAO avec des assemblages conçus et d'un modèle structurel dans un programme MEF. Dans ce cas, vous pouvez fusionner les charges du modèle d'assemblage exporté depuis le MEF avec votre modèle d'assemblage exporté depuis le CAO, et vous êtes prêt à lancer l'analyse.</p>\n<figure data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png\" data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" alt=\"\"></figure>\n<p>Appuyez sur le bouton <strong>Import d'assemblage</strong> dans le ruban supérieur.</p>\n<figure data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png\" data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" alt=\"\"></figure>\n<p>Sélectionnez ensuite le fichier .ideacon depuis lequel vous souhaitez importer les charges.</p>\n<figure data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png\" data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" alt=\"\"></figure>\n<p>Tous les cas de charge sont transférés vers votre nouveau modèle d'assemblage.</p>\n<figure data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png\" data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" alt=\"\"></figure>\n<p>Consultez l'enregistrement de notre webinaire <a data-item-id=\"f49107c3-7d30-45ad-b171-60b3ca12a47c\" href=\"\">Maîtriser IDEA StatiCa Connection - Liens BIM</a>, où le transfert de charge d'un fichier .ideacon vers un autre via la fonction Import d'assemblage est expliqué pour combiner les modèles Tekla et SAP2000. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n02f27767_011b_01fc_3297_78203db22075\"></object>\n<p>Le flux de travail combiné est également décrit dans notre tutoriel <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Comment combiner Tekla Structures et SAP2000</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f7bd757b_7209_01e0_75dc_ae0ca2c8a02e\"></object>\n<h2>5. Charge en pourcentage de la capacité de la section transversale</h2>\n<p>Il s'agit d'une option simple pour saisir les effets de charge : les éléments peuvent être chargés par un pourcentage défini de la capacité de leur section transversale. Le paramétrage des charges en pourcentage de la capacité de la section transversale est principalement conçu comme un outil simple. Le paramétrage des charges en équilibre est préférable.</p>\n<figure data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png\" data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" alt=\"\"></figure>\n<p>Pour en savoir plus sur cette fonctionnalité, consultez l'article dédié <a data-item-id=\"b92caa67-b0b1-4a16-a385-8f4926f916b2\" href=\"\">Chargement en pourcentage</a>.</p>"
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"value": "<p>La nouvelle version apporte un algorithme amélioré pour le calcul de l'entraxe des boulons (<em>p</em><sub>1</sub>; <em>p</em><sub>2</sub>), de la distance au bord (<em>e</em><sub>1</sub>) et de la distance de rive (<em>e</em><sub>2</sub>) <strong>pour la vérification de la pression diamétrale selon l'Eurocode</strong>. Cette amélioration est principalement pertinente pour les géométries de plaques générales, les plaques avec ouvertures, découpes, etc.</p>\n<p>L'algorithme lit la direction réelle du vecteur de l'effort tranchant résultant dans un boulon donné, puis calcule les distances nécessaires à la vérification de la pression diamétrale.</p>\n<p>Les distances au bord (<em>e</em><sub>1</sub>) et de rive (<em>e</em><sub>2</sub>) sont déterminées en divisant le contour de la plaque en trois segments. Le « segment d'extrémité » est défini par une plage de 60° dans la direction du vecteur de force. Les « segments de rive » sont définis par deux plages de 65° perpendiculaires au vecteur de force. La distance la plus courte entre un boulon et un bord dans le segment concerné est ensuite retenue comme distance au bord ou distance de rive.</p>\n<p>L'algorithme évalue toutes les plaques connectées par le boulon — les plaques de liaison (par exemple, une éclisse), les plaques d'élément (par exemple, une semelle supérieure) — et la distance la plus courte est utilisée.</p>\n<figure data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png\" data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" alt=\"\"></figure>\n<p>Les distances entre trous de boulons (p1 ; p2) sont déterminées en agrandissant virtuellement les trous de boulons environnants de la moitié de leur diamètre, puis en traçant deux lignes dans la direction du vecteur de l'effort tranchant et perpendiculairement à celui-ci. Lorsque ces lignes intersectent des trous de boulons virtuellement agrandis, les distances à ces boulons sont considérées comme <em>p</em><sub>1</sub> et <em>p</em><sub>2</sub> dans le calcul.</p>\n<p>Si les lignes n'intersectent pas le boulon visuellement le plus proche (même si la ligne le manque de peu), ce boulon est ignoré. Si les lignes n'intersectent aucun boulon, une valeur infinie est utilisée.</p>\n<figure data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png\" data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" alt=\"\"></figure>\n<p>Disponible dans les éditions <strong>Expert </strong>et <strong>Enhanced </strong>.</p>"
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"value": "<h3>Boulons</h3>\n<p>La rigidité initiale et la résistance de calcul des boulons en cisaillement sont modélisées dans <a data-item-id=\"06158daa-1491-4e83-ac34-4964bd5a3c63\" href=\"\">CBFEM</a> conformément aux articles 3.6 et 6.3.2 de l'EN 1993-1-8. Le ressort représentant l'appui et la traction présente un comportement bilinéaire effort-déformation avec une rigidité initiale et une résistance de calcul conformément aux articles 3.6 et 6.3.2 de l'EN 1993-1-8.</p>\n<p>Résistance de calcul à la traction d'un boulon (EN 1993-1-8 – Tableau 3.4) :</p>\n<p>\\[ F_{t,Rd}=0.9 f_{ub} A_s / \\gamma_{M2} \\]</p>\n<p>Résistance de calcul au poinçonnement de la tête de boulon ou de l'écrou (EN 1993-1-8 – Tableau 3.4) :</p>\n<p>\\[ B_{p,Rd} = 0.6 \\pi d_m t_p f_u / \\gamma_{M2} \\]</p>\n<p>Résistance de calcul au cisaillement par plan de cisaillement (EN 1993-1-8 – Tableau 3.4) :</p>\n<p>\\[ F_{v,Rd} = \\alpha_v f_{ub} A_s / \\gamma_{M2} \\]</p>\n<p>La résistance de calcul au cisaillement peut être multipliée par le facteur de réduction <em>β</em><sub>p</sub> en présence de cales (EN 1993-1-8 – Art. 3.6.1. (12)), si cette option est sélectionnée dans la configuration normative.</p>\n<p>Résistance de calcul à l'appui de la plaque (EN 1993-1-8 – Tableau 3.4) :</p>\n<p>\\( F_{b,Rd} = k_1 \\alpha_b f_u d t / \\gamma_{M2} \\) pour les trous normaux</p>\n<p>\\( F_{b,Rd} = 0.6 k_1 \\alpha_b f_u d t / \\gamma_{M2} \\) pour les trous oblongs</p>\n<p>Taux de travail en traction [%] :</p>\n<p>\\[ Ut_t = \\frac{F_{t,Ed}}{\\min (F_{t,Rd},\\, B_{p,Rd})} \\]</p>\n<p>Taux de travail en cisaillement [%] :</p>\n<p>\\[ Ut_s = \\frac{F_{v,Ed}}{\\min (F_{v,Rd},\\, F_{b,Rd})} \\]</p>\n<p>Interaction cisaillement-traction [%] :</p>\n<p>\\[ Ut_{ts}=\\frac{F_{v,Ed}}{F_{v,Rd}}+\\frac{F_{t,Ed}}{1.4 F_{t,Rd}} \\]</p>\n<p>où :</p>\n<ul>\n <li><em>A</em><sub>s</sub> – aire de la section résistante à la traction du boulon</li>\n <li><em>f</em><sub>ub</sub> – résistance ultime à la traction du boulon</li>\n <li><em>d</em><sub>m</sub> – moyenne des dimensions entre sommets et entre plats de la tête de boulon ou de l'écrou, la plus petite valeur étant retenue</li>\n <li><em>d</em> – diamètre du boulon</li>\n <li><em>t</em><sub>p</sub> – épaisseur de la plaque sous la tête de boulon/l'écrou</li>\n <li><em>f</em><sub>u</sub> – résistance ultime de l'acier</li>\n <li><em>α</em><sub>v</sub> = 0,6 pour les classes 4.6, 5.6, 8.8 et 0,5 pour les classes 4.8, 5.8, 6.8, 10.9</li>\n <li>\\( k_1 = \\min \\left \\{2.8 \\frac{e_2}{d_0}-1.7, \\, 1.4 \\frac{p_2}{d_0}-1.7, \\, 2.5 \\right \\} \\) – facteur du Tableau 3.4</li>\n <li>\\(\\alpha_b = 1.0\\) si la vérification à l'appui avec \\(\\alpha_b\\) est désactivée dans la configuration normative ; si la vérification est activée, la valeur de <em>α</em><sub>b</sub> est déterminée conformément à l'EN 1993-1-8 – Tableau 3.4 : \\( \\alpha_b = \\min \\left \\{ \\alpha_d, \\, \\frac{f_{ub}}{f_u}, \\, 1.0 \\right \\} \\)</li>\n <li>\\(\\alpha_d = \\min \\left \\{ \\frac{e_1}{3 d_0}, \\, \\frac{p_1}{3 d_0}-\\frac{1}{4} \\right \\} \\)</li>\n <li><em>e</em><sub>1</sub>, <em>e</em><sub>2</sub> – distances aux bords dans la direction de la charge et perpendiculairement à la charge</li>\n <li><em>p</em><sub>1</sub>, <em>p</em><sub>2</sub> – entraxes des boulons dans la direction de la charge et perpendiculairement à la charge</li>\n <li><em>F</em><sub>t,Ed</sub> – effort de traction de calcul dans le boulon</li>\n <li><em>F</em><sub>v,Ed</sub> – effort de cisaillement de calcul dans le boulon</li>\n <li><em>γ</em><sub>M2</sub> – coefficient de sécurité (EN 1993-1-8 – Tableau 2.1 ; modifiable dans la configuration normative)</li>\n</ul>\n<figure data-asset-id=\"de7215de-898d-4c3b-bd97-fa57ff69311e\" data-image-id=\"de7215de-898d-4c3b-bd97-fa57ff69311e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a7118264-bc51-467c-af9b-09b310aea86a/Bolt_check.png\" data-asset-id=\"de7215de-898d-4c3b-bd97-fa57ff69311e\" data-image-id=\"de7215de-898d-4c3b-bd97-fa57ff69311e\" alt=\"\"></figure>\n<p>Les distances aux bords utilisées pour la résistance à l'appui des boulons doivent être adaptées aux géométries générales de plaques, plaques avec ouvertures, découpes, etc.</p>\n<p>L'algorithme lit la direction réelle du vecteur de l'effort tranchant résultant dans un boulon donné, puis calcule les distances nécessaires à la vérification à l'appui.</p>\n<p>Les distances en bout (<em>e</em><sub>1</sub>) et en rive (<em>e</em><sub>2</sub>) sont déterminées en divisant le contour de la plaque en trois segments. Le « segment en bout » est défini par une plage de 60° dans la direction du vecteur de force. Les « segments en rive » sont définis par deux plages de 65° perpendiculaires au vecteur de force. La distance la plus courte entre un boulon et un bord dans le segment concerné est alors retenue comme distance en bout ou en rive.</p>\n<p>L'algorithme évalue toutes les plaques connectées par le boulon — les plaques de liaison (par exemple, une éclisse), les plaques d'élément (par exemple, une semelle supérieure) — et retient la distance la plus courte.</p>\n<figure data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png\" data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" alt=\"\"></figure>\n<p>Les distances entre trous de boulons (p1 ; p2) sont déterminées en agrandissant virtuellement les trous de boulons environnants de la moitié de leur diamètre, puis en traçant deux lignes dans la direction et perpendiculairement au vecteur de l'effort tranchant. Lorsque ces lignes intersectent des trous de boulons virtuellement agrandis, les distances à ces boulons sont considérées comme <em>p</em><sub>1</sub> et <em>p</em><sub>2</sub> dans le calcul.</p>\n<p>Si les lignes n'intersectent pas le boulon visuellement le plus proche (même si la ligne le manque de peu), ce boulon est ignoré. Si les lignes n'intersectent aucun boulon, une valeur infinie est utilisée.</p>\n<figure data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png\" data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" alt=\"\"></figure>\n<h4>Boulons assemblant des plaques minces</h4>\n<p>Pour les boulons assemblant des plaques d'épaisseur inférieure à 3 mm, les dispositions de l'EN 1993-1-3, Tableau 8.4 sont utilisées à la place. </p>\n<p><strong>Résistance à l'appui :</strong></p>\n<p>\\[F_{b,Rd}=2.5\\cdot \\alpha_b \\cdot k_t \\cdot f_u \\cdot d \\cdot t /\\gamma_{M2}\\]</p>\n<p>où :</p>\n<ul>\n <li>\\( \\alpha_b=\\min \\left \\{ 1.0, e_1/(3d) \\right \\} \\)</li>\n <li>\\(k_t = (0.8 t+1.5)/2.5 \\) pour 0,75 mm \\(\\le t \\le\\) 1,25 mm ; \\( k_t=1.0 \\) pour \\(t>1.25\\) mm</li>\n <li>\\(f_u\\) – résistance ultime de la plaque assemblée</li>\n <li>\\(d\\) – diamètre du boulon</li>\n <li>\\(t\\) – épaisseur de la plaque assemblée</li>\n <li>\\(\\gamma_{M2}\\) – coefficient partiel de sécurité pour les assemblages, modifiable dans la configuration normative ; par défaut \\(\\gamma_{M2}=1.25\\)</li>\n</ul>\n<p>La résistance au cisaillement, la résistance à la traction, l'interaction traction-cisaillement et la résistance au poinçonnement sont déterminées conformément à l'EN 1993-1-8 – de la même manière que pour les boulons assemblant des plaques d'épaisseur supérieure à 3 mm.</p>\n<p><strong>Domaine de validité :</strong></p>\n<p>\\[e_1 \\ge 1.0 d_0 \\]</p>\n<p>\\[p_1 \\ge 3 d_0 \\]</p>\n<p>\\[e_2 \\ge 1.5 d_0 \\]</p>\n<p>\\[p_2 \\ge 3 d_0 \\]</p>\n<p>\\[ f_u \\le 550 \\textrm{ MPa} \\]</p>\n<p>\\[3 \\textrm{ mm} > t \\ge 0.75 \\textrm{ mm} \\]</p>\n<p>Taille minimale de boulon : M6 – vérifié comme \\(d \\ge 6\\) mm</p>\n<p>Classes de résistance des boulons : 4.6 – 10.9 – vérifié comme \\(f_u \\le 1000\\) MPa</p>\n<p>Les boulons seront signalés comme non conformes s'ils sont hors du domaine de validité.</p>\n<h3>Boulons précontraints</h3>\n<p>Résistance de calcul au glissement par boulon de classe 8.8 ou 10.9 (EN 1993-1-8, Art. 3.9 – Équation 3.8) :</p>\n<p>\\[ F_{s,Rd} =\\frac{k_s n \\mu (F_{p,C} - 0.8 F_{t,Ed})}{\\gamma_{M3}} \\]</p>\n<p>La précontrainte (EN 1993-1-8 – Équation 3.7)</p>\n<p><em>F</em><sub>p,C</sub> = 0,7 <em>f</em><sub>ub</sub> <em>A</em><sub>s</sub></p>\n<p>Le facteur de force de précontrainte 0,7 peut être modifié dans la configuration normative.</p>\n<p>Taux de travail [%] :</p>\n<p>\\[ Ut_s = \\frac{V}{F_{s,Rd}} \\]</p>\n<p>où :</p>\n<ul>\n <li><em>A</em><sub>s</sub> – aire de la section résistante à la traction du boulon</li>\n <li><em>f</em><sub>ub</sub> – résistance ultime à la traction</li>\n <li><em>k</em><sub>s</sub> – coefficient (EN 1993-1-8 – Tableau 3.6 ; <em>k</em><sub>s</sub> = 1 pour les trous ronds normaux, <em>k</em><sub>s</sub> = 0,63 pour les trous oblongs)</li>\n <li><em>μ</em> – facteur de glissement modifiable dans la configuration normative (EN 1993-1-8 – Tableau 3.7)</li>\n <li><em>n</em> – nombre de surfaces de frottement. La vérification est calculée pour chaque surface de frottement séparément</li>\n <li><em>γ</em><sub>M3</sub> – coefficient de sécurité (EN 1993-1-8 – Tableau 2.1 ; modifiable dans la configuration normative – les valeurs recommandées sont 1,25 pour l'état limite ultime et 1,1 pour l'état limite de service)</li>\n <li><em>V</em> – effort de cisaillement de calcul dans le boulon</li>\n <li><em>F</em><sub>t,Ed</sub> – effort de traction de calcul dans le boulon</li>\n</ul>\n<p>Si le glissement des boulons précontraints est vérifié à l'état limite de service, ils doivent ensuite être basculés en « appui – interaction traction/cisaillement » et vérifiés à l'état limite ultime.</p>\n<h3>Calcul au feu</h3>\n<p>Les boulons précontraints sont supposés glisser, de sorte que les vérifications des boulons travaillant par appui et des boulons précontraints sont identiques.</p>\n<p>Les vérifications au feu et à température ambiante sont toutes deux effectuées et le minimum est retenu comme résistance de calcul.</p>\n<p>À température élevée, les boulons sont vérifiés conformément à l'EN 1993-1-2, Annexe D. Il est à noter que la section réduite par les filets est toujours utilisée dans la vérification au cisaillement conformément à D1.1.1. </p>\n<h3>Dispositions constructives</h3>\n<p>Les vérifications des dispositions constructives des boulons sont effectuées si l'option est sélectionnée dans la configuration normative. Les dimensions entre le centre du boulon et les bords de la plaque ainsi qu'entre les boulons sont vérifiées. Une distance au bord <em>e</em> = 1,2 et un entraxe entre boulons <em>p</em> = 2,2 sont recommandés dans le Tableau 3.3 de l'EN 1993-1-8. L'utilisateur peut modifier ces deux valeurs dans la configuration normative.</p>\n<p>L'épaisseur minimale des plaques assemblées par boulons est vérifiée. 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"value": "<p>Pourquoi l'effort de traction dans un boulon est-il plus élevé que prévu par un calcul manuel ? Pourquoi existe-t-il des efforts de traction dans les boulons d'un assemblage à platine d'âme ? Pourquoi les efforts de traction dans les boulons sont-ils parfois différents selon la classe de boulon ?</p>\n<p>La réponse commune est le modèle CBFEM utilisé dans les applications IDEA StatiCa. La déformation des platines et des autres parties est calculée dans le cadre de l'analyse par éléments finis, et ainsi les efforts de levier entrent en jeu. Les efforts de levier sont des charges supplémentaires également introduites dans les boulons. Pour en savoir plus sur les efforts de levier, consultez un <a data-item-id=\"02498f67-5228-438b-91d6-8ec5577f284d\" href=\"\">article de blog dédié</a>.</p>\n<p>En raison des efforts de levier, les efforts de traction résultants dans les boulons peuvent varier considérablement en fonction de la conception de l'assemblage, de la résistance des parties de l'assemblage et des effets de charge appliqués.</p>\n<h3>Efforts de traction dans les boulons d'un assemblage à platine d'âme</h3>\n<p>Dans la plupart des cas, les platines d'âme utilisent une seule platine pour relier l'élément. La conséquence est que l'on applique une faible excentricité à l'assemblage. Cette excentricité entraîne des efforts de levier supplémentaires sur les platines, ce qui induit de la traction dans les boulons.</p>\n<figure data-asset-id=\"4486942c-5444-4f7d-9552-b3ccfee011d2\" data-image-id=\"4486942c-5444-4f7d-9552-b3ccfee011d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4a1da3cf-3f26-4ecb-9034-3943f4fc674a/tension_01.png\" data-asset-id=\"4486942c-5444-4f7d-9552-b3ccfee011d2\" data-image-id=\"4486942c-5444-4f7d-9552-b3ccfee011d2\" alt=\"\"></figure>\n<p>Si une platine d'âme double face est utilisée et que l'assemblage est symétrique, les seuls efforts de traction dans les boulons apparaissent en raison de la déformation des platines d'âme, car avec les déformations, une excentricité supplémentaire est produite.</p>\n<h3>Efforts de traction plus élevés dans les boulons d'un assemblage à platine d'extrémité</h3>\n<p>Plus la platine d'extrémité est mince, plus elle se déforme sous les effets de charge donnés. Cela amplifie l'effet de levier et des efforts de traction supplémentaires sont appliqués aux boulons. Si la platine d'extrémité est épaisse et donc suffisamment rigide, les efforts de levier sont éliminés. Voir cet effet illustré dans un exemple simple :</p>\n<p><strong>a) Platine d'extrémité - épaisseur 10 mm, effort de traction appliqué 200 kN</strong></p>\n<p>Effort de traction résultant dans 4 boulons : 61,5 x 4 = 246 kN</p>\n<figure data-asset-id=\"6a23a185-24a3-4c5e-bfac-ff6483e05929\" data-image-id=\"6a23a185-24a3-4c5e-bfac-ff6483e05929\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e20b4dd4-fe45-413f-97c7-4fe13ca7c540/high_bold_1-0.png\" data-asset-id=\"6a23a185-24a3-4c5e-bfac-ff6483e05929\" data-image-id=\"6a23a185-24a3-4c5e-bfac-ff6483e05929\" alt=\"\"></figure>\n<p><strong>b) Platine d'extrémité - épaisseur 40 mm, effort de traction appliqué 200 kN</strong></p>\n<p>Effort de traction résultant dans 4 boulons : 49,9 x 4 = 200 kN</p>\n<figure data-asset-id=\"e8da6b79-a383-4bc2-a008-ae2c832aad5f\" data-image-id=\"e8da6b79-a383-4bc2-a008-ae2c832aad5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bd6a2ceb-9ec5-40dd-9ce3-064ce374ca8e/high_bold_0-0.png\" data-asset-id=\"e8da6b79-a383-4bc2-a008-ae2c832aad5f\" data-image-id=\"e8da6b79-a383-4bc2-a008-ae2c832aad5f\" alt=\"\"></figure>\n<h3>Efforts de traction différents dans les boulons selon la classe de boulon</h3>\n<p>Chaque classe de boulon possède un diagramme de comportement différent et des valeurs de limite d'élasticité différentes. Dans un assemblage à platine d'extrémité de deux poutres chargées par un moment fléchissant, la comparaison de trois classes de boulons différentes (8.8, 10.9 et 5.6) d'un boulon M20 est présentée.</p>\n<figure data-asset-id=\"49241006-cd6c-455c-bedd-1abdad4ee7fa\" data-image-id=\"49241006-cd6c-455c-bedd-1abdad4ee7fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8ad97c09-8495-4e96-9644-2e3d6881ffdc/Different%20tension%20forces%20in%20the%20bolts2.PNG\" data-asset-id=\"49241006-cd6c-455c-bedd-1abdad4ee7fa\" data-image-id=\"49241006-cd6c-455c-bedd-1abdad4ee7fa\" alt=\"\"></figure>\n<p>Pour des effets de charge relativement faibles, les efforts de traction résultants dans les boulons pour chaque classe présentent des valeurs similaires.</p>\n<p>Mais pour des effets de charge entraînant un taux de travail élevé des boulons (et une plastification des boulons), l'effort de traction varie selon la classe de boulon. Plus la classe de boulon est élevée, plus l'effort de traction résultant est élevé.</p>\n<figure data-asset-id=\"4b6625e6-e1f4-41a5-8d51-7d79833a38ae\" data-image-id=\"4b6625e6-e1f4-41a5-8d51-7d79833a38ae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/717d523d-dae1-479e-af95-7774c1382ddc/Different%20tension%20forces%20in%20the%20bolts4.png\" data-asset-id=\"4b6625e6-e1f4-41a5-8d51-7d79833a38ae\" data-image-id=\"4b6625e6-e1f4-41a5-8d51-7d79833a38ae\" alt=\"\"></figure>\n<p>Pour plus d'informations, consultez les <a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">bases théoriques</a> et l'enregistrement vidéo.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8a76d7b7_281a_01e6_d084_9135ffe1c9f6\"></object>"
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"value": "<p>La position de l'élément connecté dans l'opération Plaques de liaison a été modifiée dans la version 20.1. Cela a été fait en raison de l'assemblage global du modèle dans l'application Connection et du développement ultérieur de l'interopérabilité avec l'application Member.</p>\n<p>Dans la version 20.0 et les versions antérieures, l'élément connecté était décalé lorsque l'opération Plaque de liaison était appliquée, de sorte que l'axe de l'élément était centré sur la platine d'about, tandis que la plaque de liaison était centrée sur l'axe de l'élément porteur.</p>\n<figure data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png\" data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" alt=\"\"></figure>\n<p>Dans la version 20.1 et les versions ultérieures, l'élément connecté n'est plus décalé afin de conserver sa position, ce qui signifie que la plaque de liaison est désormais décalée et n'est plus centrée sur l'axe de l'élément porteur.</p>\n<figure data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png\" data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" alt=\"\"></figure>\n<p>Toute configuration peut être obtenue en modifiant le paramètre d'excentricité de la platine ainsi que le décalage requis de l'élément diagonal.</p>\n<figure data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png\" data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" alt=\"\"></figure>"
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"value": "<p>Cet article montre comment modéliser un élément tubulaire incliné relié par une platine de connexion à la platine de base, qui est ancrée dans le bloc de béton. Il s'agit d'un ancrage typique d'un élément de contreventement.</p>\n<p>1. Créer une platine de raidissement générale pour former la platine de base.</p>\n<figure data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png\" data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" alt=\"\"></figure>\n<p>2. Définir des ancrages généraux avec l'opération Grille de boulons pour ancrer la platine de base dans le bloc de béton.</p>\n<figure data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png\" data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" alt=\"\"></figure>\n<p>3. Ajouter une autre platine de raidissement générale à la bonne position pour créer une nervure traversant le tube et la souder à la platine de base.</p>\n<figure data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png\" data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" alt=\"\"></figure>\n<p>4. Ajouter l'opération de fabrication de la platine de connexion et ajuster ses propriétés afin qu'elle produise deux boulons. Les platines sont mises en forme dans l'Éditeur pour obtenir une forme arrondie.</p>\n<figure data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png\" data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" alt=\"\"></figure>\n<p>5. La fondation avec platine de connexion est prête à être calculée. Pour simuler l'élément de contreventement ne transmettant que l'effort normal et l'effort tranchant, basculer le <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">type de modèle</a> sur N-Vy-Vz.</p>\n<figure data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png\" data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" alt=\"\"></figure>\n<p>Voir les détails dans la vidéo enregistrée.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n521c557f_22e1_0144_f3e8_2c22e6957045\"></object>"
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"value": "<p>Le gestionnaire de vérification normative (CCM) pour les liens BIM a été amélioré par la possibilité de sélectionner plusieurs assemblages du modèle global en une seule opération. Cette fonctionnalité est disponible pour les applications CAO et EF.</p>\n<p>Dans les applications CAO, vous trouverez un nouveau bouton, tandis que dans les applications EF, cette fonctionnalité fonctionne en sélectionnant plusieurs assemblages dans le modèle global et en cliquant sur le bouton Connection/Member dans le CCM.</p>\n<h2>Sélection en masse dans les logiciels EF</h2>\n<p>Dans le logiciel EF, sélectionnez les nœuds individuellement un par un ou faites glisser sur plusieurs nœuds pour les sélectionner en masse. Cliquez ensuite sur le bouton <strong>Connection </strong>ou <strong>Member </strong>dans le CCM pour importer les données.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"\"></figure>\n<p>Vous pouvez également utiliser la fonction <strong>Synchroniser tout </strong>, après avoir modifié des paramètres dans le modèle structurel (par ex. combinaison de charges, section transversale d'une poutre) pour télécharger les nouvelles données vers tous les assemblages de la liste tout en conservant le dimensionnement précédemment créé.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"\"></figure>\n<h2>Sélection en masse dans les logiciels CAO</h2>\n<p>Pour le logiciel CAO, il y a deux boutons dans le CCM - <strong>Bulk </strong>et <strong>One</strong>.</p>\n<figure data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png\" data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" alt=\"\"></figure>\n<p>Pour la sélection <strong>One</strong><strong> </strong>, vous devez effectuer trois étapes - choisir le nœud, sélectionner les éléments et sélectionner les composants de l'assemblage, en appuyant sur la barre d'espace pour confirmer chaque étape.</p>\n<p>Pour la sélection <strong>Bulk</strong>, faites glisser sur une partie de la structure dans le modèle CAO et appuyez sur la barre d'espace. </p>\n<p>L'élément porteur est choisi automatiquement à l'aide de l'algorithme de sélection (par ex. un poteau est choisi en premier). La position du nœud est choisie automatiquement au centre de gravité de la section transversale à l'extrémité de l'élément porteur terminé ou au milieu de l'élément continu.</p>\n<p>Actuellement, la seule façon de modifier la sélection automatisée est d'utiliser la sélection <strong>One </strong>à la place, le premier élément sélectionné sera alors retenu.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8675b565_6a0f_0181_14ca_cd28b93d0f29\"></object>\n<p>Retrouvez des informations sur les limitations des liens BIM dans les articles connexes en bas de cette page ou effectuez une recherche dans le centre d'assistance.</p>\n<p>Disponible dans les éditions <strong>Expert </strong>et <strong>Enhanced </strong>.</p>"
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"value": "<h2>Recommandations générales</h2>\n<p>Veuillez noter que dans IDEA StatiCa Connection, les éléments sont les seules entités de poutre sur lesquelles des charges peuvent être appliquées. Les autres poutres sont définies différemment, en tant qu'élément de raidissement ou ensemble de plaques. Cette règle va de pair avec la procédure d'importation en trois étapes :</p>\n<ul>\n <ul>\n <li>Dans la première étape, vous devez choisir le <strong>nœud</strong> qui représentera le nœud de l'assemblage. </li>\n <li>Dans la deuxième étape de l'importation, les <strong>éléments </strong>(sur lesquels les charges seront appliquées) doivent être sélectionnés. </li>\n <li>Dans la troisième étape, <strong>toutes les autres entités de l'assemblage</strong> doivent être sélectionnées – plaques, boulons, soudures, et surtout les poutres sur lesquelles les charges ne seront pas appliquées (généralement des tronçons, des éléments de raidissement, etc.).</li>\n </ul>\n</ul>\n<p>Vérifiez toujours qu'il n'y a pas de jeux entre les plaques et les éléments dans votre modèle Tekla Structures avant de démarrer la procédure d'importation.</p>\n<p>Vérifiez toujours les soudures dans votre modèle Tekla Structures avant de démarrer la procédure d'importation.</p>\n<h2>Sections transversales</h2>\n<p>IDEA StatiCa Connection peut importer une grande variété de sections transversales depuis Tekla Structures. La procédure d'importation prend en charge les types de sections transversales suivants :</p>\n<table><tbody>\n <tr><td>Type de section transversale</td><td>Saisie paramétrique Tekla</td><td>Saisie depuis la bibliothèque Tekla</td></tr>\n <tr><td>I</td><td>X</td><td>X</td></tr>\n <tr><td>U</td><td>-</td><td>X</td></tr>\n <tr><td>L</td><td> X</td><td>X</td></tr>\n <tr><td>Creux circulaire</td><td>X</td><td>X</td></tr>\n <tr><td>Creux rectangulaire</td><td>X</td><td>X</td></tr>\n <tr><td>Plaque rectangulaire</td><td>X</td><td>-</td></tr>\n <tr><td>Formé à froid C</td><td>X</td><td>X</td></tr>\n</tbody></table>\n<p>Les saisies paramétriques correspondent aux dimensions définies par l'utilisateur pour le type de section transversale requis. La saisie depuis la bibliothèque correspond à une section transversale sélectionnée dans la bibliothèque Tekla.</p>\n<p>Lors du processus d'importation, la section transversale importée est mise en correspondance avec la section transversale appropriée dans les bases de données d'IDEA StatiCa Connection, et la section la plus similaire est choisie. S'il n'y a pas de correspondance, un tableau de conversion est proposé et l'utilisateur doit choisir une section transversale dans les bases de données d'IDEA StatiCa.</p>\n<p>Les sections transversales soudées et mixtes ne sont pas prises en charge.</p>\n<p>L'utilisateur doit prêter attention aux paramètres des sections transversales de la bibliothèque, car la bibliothèque de Tekla Structures ne contient pas d'informations sur les arrondis des profilés laminés à chaud. IDEA StatiCa Connection définit les valeurs manquantes à partir de ses propres tables de bibliothèque.</p>\n<h2>Trous-ouvertures et encoches</h2>\n<ul>\n <li>Les ouvertures dans les plaques et les encoches sont prises en charge et seront importées. </li>\n</ul>\n<figure data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png\" data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" alt=\"\"></figure>\n<figure data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png\" data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" alt=\"\"></figure>\n<p> Les soudures sur les éléments avec encoches ne sont pas prises en charge. Si des soudures sont nécessaires, elles doivent être définies manuellement dans IDEA StatiCa Connection.</p>\n<h2>Soudures</h2>\n<p>Les soudures sont importées dans IDEA StatiCa Connection ; cependant, l'option de soudure TOUT AUTOUR est recommandée comme la meilleure façon de définir une soudure.</p>\n<figure data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png\" data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" alt=\"\"></figure>\n<p>Malheureusement, le logiciel n'est pas en mesure de détecter certaines soudures ; il est donc recommandé de toujours vérifier les soudures importées dans IDEA StatiCa Connection. Si une soudure n'est pas importée, il est préférable de générer une soudure pour chaque plaque dans Tekla.</p>\n<h2>Tronçon</h2>\n<p>L'élément tronçon est pris en charge et doit être sélectionné lors de la troisième étape de la procédure de sélection à l'importation, avec tous les éléments de l'assemblage (plaques, boulons, soudures) – « Sélectionner les parties de l'assemblage ».</p>\n<figure data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png\" data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" alt=\"\"></figure>\n<h2>Ancrage, platine de base et massif en béton</h2>\n<p>Le coulis et le jeu entre la platine de base et la face du béton ne sont pas pris en charge, et seuls les ancrages droits sont pris en charge lors de l'importation.</p>\n<figure data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png\" data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" alt=\"\"></figure>\n<p>Les dimensions du massif en béton (décalage) peuvent ne pas être transférées avec précision et ne pas correspondre aux dimensions dans Tekla Structures.</p>\n<h2>Tige de connexion à une plaque</h2>\n<p>Une tige soudée à une plaque de connexion est importée sans les soudures. Cela peut être ajouté dans IDEA StatiCa Connection, mais pas uniquement par une opération de soudure. La plaque de connexion doit être supprimée et remplacée par une nouvelle opération de plaque de connexion assignée à la tige et au gousset existant.</p>\n<figure data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png\" data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" alt=\"\"></figure>\n<p>Alternativement, la section transversale circulaire pleine de la tige de tirant peut être remplacée par un tube à paroi épaisse de section transversale similaire, puis ce profil peut être connecté avec une soudure générale de type bout à bout ou d'angle.</p>\n<h2>Connection Sync </h2>\n<p>Connection Sync fonctionne correctement lorsque vous devez modifier les paramètres d'un élément dans votre Macro, par exemple l'épaisseur de la plaque, la taille et l'espacement des boulons, ou la section transversale de la poutre.</p>\n<figure data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png\" data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" alt=\"\"></figure>\n<p>Cependant, si vous devez modifier complètement l'assemblage pour un autre assemblage dans lequel les éléments utilisés sont significativement différents – par exemple, une platine d'extrémité vers un assemblage avec jarret –, nous recommandons de réimporter l'assemblage dans Checkbot pour une synchronisation correcte. </p>"
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"value": "<h2>Recommandations générales</h2>\n<ul>\n <li>Veuillez noter que dans IDEA StatiCa Connection, les éléments membres sont les seules entités de type poutre sur lesquelles des charges seront appliquées. Tous les autres éléments sont définis différemment. Cette règle est la première des trois étapes de la procédure d'importation. Dans la deuxième étape, les éléments (sur lesquels les charges seront appliquées) doivent être sélectionnés. Dans la troisième étape, toutes les autres entités connectées doivent être sélectionnées – platines, boulons, soudures, et surtout les poutres sur lesquelles les charges ne seront pas appliquées (généralement des tronçons, des éléments de raidissement, etc.).</li>\n <li>La meilleure façon de concevoir votre assemblage est d'utiliser les macros préalablement définies dans le menu du coffre d'assemblages Advance Steel.</li>\n <li>La définition du nœud est l'étape la plus importante lors de la procédure d'importation. La meilleure façon de concevoir la construction acier bien préparée pour le flux de travail d'importation est de se concentrer sur les axes des poutres. Maintenez toujours l'intersection des axes des poutres, ce qui vous aidera à choisir le nœud plus facilement.</li>\n <li>Synchronisation - la mise à jour des données est un processus complexe. Des pertes de données peuvent parfois survenir et vous pouvez rencontrer des situations comme dans l'image ci-dessous (exemple A), lorsqu'une modification de la section transversale de la poutre a été traitée et que les données des opérations de fabrication ont été perdues. Ne paniquez pas, nous savons comment y remédier. Fermez simplement la fenêtre IDEA StatiCa Connection et la fenêtre du gestionnaire de vérification normative. Relancez ensuite le gestionnaire de vérification normative et effectuez à nouveau le processus de synchronisation. Après cela, les données seront restaurées et toutes les opérations de fabrication seront présentes et valides (exemple B).</li>\n</ul>\n<figure data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png\" data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" alt=\"\"></figure>\n<h2>Trous-ouvertures et encoches</h2>\n<h3>Découpe par volume négatif</h3>\n<p>La découpe d'un élément selon un autre élément est la façon la plus simple de traiter les ouvertures ou les encoches. La chose la plus simple dans Advance Steel est de définir un nouvel élément, le profilé creux carré vert laminé dans l'exemple ci-dessous. La poutre verte est positionnée de manière à pénétrer la semelle supérieure de la poutre perpendiculaire azur. Par la commande Contour d'élément, SCU de la palette d'outils Advance Steel, la coupe est définie. </p>\n<figure data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png\" data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" alt=\"\"></figure>\n<p>La coupe par traitement de contour est définie et IDEA Connection est capable de l'importer. La coupe par traitement de contour fait désormais partie des données de la poutre et sera importée même si vous ne la sélectionnez pas lors de la troisième étape du processus de sélection à l'importation.</p>\n<figure data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png\" data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" alt=\"\"></figure>\n<p>La poutre en profilé creux carré vert laminé qui a été utilisée pour la coupe n'est plus nécessaire et peut être masquée ou supprimée. </p>\n<h3>Autres méthodes</h3>\n<ul>\n <li>Les ouvertures dans les éléments et dans les platines ne sont pas prises en charge. Une solution de contournement consiste à importer l'assemblage complet et à ajouter manuellement une ouverture comme opération de fabrication dans IDEA StatiCa Connection.</li>\n</ul>\n<figure data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png\" data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" alt=\"\"></figure>\n<ul>\n <li>Les encoches des éléments sont prises en charge, mais veuillez noter que la commande Contour d'élément – règle doit être utilisée.</li>\n</ul>\n<figure data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png\" data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" alt=\"\"></figure>\n<figure data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png\" data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" alt=\"\"></figure>\n<h2>Allongement-raccourcissement de la poutre</h2>\n<p>Dans IDEA StatiCa, le centre de l'assemblage est le nœud. À partir du nœud, la longueur de l'élément est déterminée par la boîte englobante (une méthode automatisée pour déterminer la longueur correcte de l'élément). Dans Advance Steel, l'entité poutre doit être raccourcie ou allongée par la commande Raccourcir.</p>\n<figure data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png\" data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" alt=\"\"></figure>\n<figure data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png\" data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" alt=\"\"></figure>\n<h2>Soudures</h2>\n<p>Les soudures sont importées lors de la troisième étape de la procédure d'importation. S'il est nécessaire d'ajouter des soudures manuellement dans Advance Steel, la méthode recommandée est d'utiliser la commande Point de soudure. Veuillez noter que l'entité soudure doit être insérée au milieu du bord de la platine soudée.</p>\n<figure data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png\" data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" alt=\"\"></figure>\n<p>Parmi la grande variété de types de soudures dans Advance Steel, IDEA StatiCa ne prend en charge que :</p>\n<table><tbody>\n <tr><td>Soudure IDEA StatiCa</td><td>Soudure Advance Steel</td></tr>\n <tr><td>Bout à bout</td><td>Semelle bout à bout, DI, V avec contre-soudure, X, K, DY, K âme, U, HU</td></tr>\n <tr><td>Double filet</td><td>Biseau – Filet, Filet – Biseau, HY – Filet, Filet – HY, J – Filet</td></tr>\n <tr><td>Filet</td><td>Tout autre type non spécifié ci-dessus</td></tr>\n</tbody></table>\n<h2>Jarrets</h2>\n<p>Nous recommandons de concevoir les jarrets sur une poutre par des platines et non par des éléments.</p>\n<figure data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG\" data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" alt=\"\"></figure>"
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"value": "<p>Pour l'instant, le lien fonctionne pour une grande variété d'assemblages/joints. Veuillez toutefois tenir compte des fonctionnalités non encore prises en charge.</p>\n<p><br></p>\n<p><strong>Limitation : </strong>L'exportation d'une poutre avec une extrémité à jarret ou un autre type d'extrémité de poutre conique ou de forme particulière n'est pas possible.</p>\n<p><strong>Solution de contournement : </strong> Le jarret est ignoré et peut être modélisé ultérieurement dans IDEA StatiCa</p>\n<p><br></p>\n<p><strong>Limitation : </strong>L'exportation d'un assemblage sur un élément continu sans nœud intermédiaire ne fonctionne pas.</p>\n<p><strong>Solution de contournement : </strong>Ajoutez le nœud intermédiaire à l'aide de la commande pour les éléments « Diviser l'élément en utilisant n nœuds intermédiaires ». L'option « Placer/Créer de nouveaux nœuds sans le diviser » pour conserver l'élément continu ne fonctionnera que dans RFEM 5. L'application Checkbot ne reconnaît que le type de nœud « Standard » ; les types de nœuds « Sur élément » ou « Sur ligne » ne seront pas reconnus. </p>\n<p>RFEM 6 :</p>\n<figure data-asset-id=\"f291e677-37c7-481b-a2fc-02867c8c75e8\" data-image-id=\"f291e677-37c7-481b-a2fc-02867c8c75e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fee9a5ea-db08-4864-b643-65765977e4b6/RFEM%206%20-%20continuous%20member.png\" data-asset-id=\"f291e677-37c7-481b-a2fc-02867c8c75e8\" data-image-id=\"f291e677-37c7-481b-a2fc-02867c8c75e8\" alt=\"\"></figure>\n<p>RFEM 5 :</p>\n<figure data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png\" data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" alt=\"\"></figure>\n<p><strong>Limitation : </strong>L'exportation d'un nœud lorsque le paramètre d'affichage « Ensembles d'éléments » est activé peut entraîner un transfert de données incorrect pour certaines sections transversales d'éléments, ainsi que l'importation d'éléments supplémentaires ou un message d'erreur.</p>\n<p><strong>Solution de contournement :</strong> Désactivez « Ensembles d'éléments » et répétez l'exportation du nœud.</p>\n<figure data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png\" data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitation :</strong> Excentricité géométrique – le nœud de l'assemblage n'est pas au point central.</p>\n<p><strong>Solution de contournement :</strong> RFEM/RSTAB offre plusieurs modes de saisie des excentricités. La saisie de l'excentricité à l'aide des coordonnées locales x, y, z entraîne des difficultés lors de la transformation des données vers IDEA StatiCa en raison de la variété des options de système de coordonnées dans RFEM/RSTAB. Le cas échéant, veuillez utiliser la saisie de l'excentricité en coordonnées globales X, Y, Z à la place.</p>\n<figure data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png\" data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitation :</strong> L'objet « Joint » n'est pas pris en charge pour le transfert de données et bloque l'importation de la géométrie et des charges des assemblages vers Checkbot.</p>\n<p><strong>Solution de contournement :</strong> Supprimez les objets « Joint », recalculez le modèle et importez les assemblages.</p>\n<figure data-asset-id=\"2c19a0b5-7721-4d37-8f66-68144c455392\" data-image-id=\"2c19a0b5-7721-4d37-8f66-68144c455392\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b9551614-662f-4920-b5a1-3b25eb615043/Known%20limitations%20for%20RFEMRSTAB%205.png\" data-asset-id=\"2c19a0b5-7721-4d37-8f66-68144c455392\" data-image-id=\"2c19a0b5-7721-4d37-8f66-68144c455392\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitation :</strong> L'importation des cas de charge dynamiques et des combinaisons de charges contenant des charges dynamiques n'est pas prise en charge.</p>\n<p><strong>Solution de contournement :</strong> Modifiez la définition des cas de charge dynamiques dans RFEM/RSTAB en cas de charge standard avec chaque direction d'amplitude séparément, ou saisissez les efforts intérieurs dans IDEA StatiCa manuellement ou via l'importation XLS.</p>\n<figure data-asset-id=\"014e172e-315b-43b0-be69-869610fde527\" data-image-id=\"014e172e-315b-43b0-be69-869610fde527\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e9ef40d0-a0ad-4831-914e-6d66fe109750/Import%20of%20dynamic%20load%20cases%20from%20RFEMRSTAB%2001.png\" data-asset-id=\"014e172e-315b-43b0-be69-869610fde527\" data-image-id=\"014e172e-315b-43b0-be69-869610fde527\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitation :</strong> L'importation de repères locaux (LCS) non standard n'est pas prise en charge.</p>\n<p><strong>Solution de contournement :</strong> Utilisez uniquement les paramètres pris en charge des axes locaux xyz. </p>\n<p>Voir la figure : </p>\n<ul>\n <li>vert = paramètres pris en charge</li>\n <li>rouge = paramètres non pris en charge</li>\n</ul>\n<figure data-asset-id=\"cb88c9e9-84ea-40d3-9a77-01b604a0aa79\" data-image-id=\"cb88c9e9-84ea-40d3-9a77-01b604a0aa79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/15bb82e1-81e8-4fc2-99fc-47197e8b12a2/RFEM_Known_limitation_LCS.png\" data-asset-id=\"cb88c9e9-84ea-40d3-9a77-01b604a0aa79\" data-image-id=\"cb88c9e9-84ea-40d3-9a77-01b604a0aa79\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitation de RFEM5/RSTAB8 : </strong>Cas de charge affectés à différents groupes de charges pour différentes combinaisons de résultats.</p>\n<p>Cela signifie que dans IDEA StatiCa, chaque cas de charge est affecté à un seul groupe de charges pour toutes les combinaisons, tandis que dans Dlubal, un cas de charge peut être affecté à un groupe différent dans différentes combinaisons de résultats.</p>\n<p><strong>Solution de contournement : </strong>Pour toutes les combinaisons de résultats, affectez toujours les cas de charge au même groupe de charges. Vous pouvez également créer des combinaisons exactes à l'aide de l'outil « Combinaisons de charges ». </p>\n<figure data-asset-id=\"8062f891-b118-4099-b0c8-d769ae073906\" data-image-id=\"8062f891-b118-4099-b0c8-d769ae073906\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/006edf4c-3a39-45e0-91ae-35fbedfcd857/Load%20groups_1.png\" data-asset-id=\"8062f891-b118-4099-b0c8-d769ae073906\" data-image-id=\"8062f891-b118-4099-b0c8-d769ae073906\" alt=\"\"></figure>\n<figure data-asset-id=\"c73fc82a-a73c-4aac-8aed-b3842267f4be\" data-image-id=\"c73fc82a-a73c-4aac-8aed-b3842267f4be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5d4a10fe-b64d-4af0-b109-fd62ba513ce0/Load%20groups_2.png\" data-asset-id=\"c73fc82a-a73c-4aac-8aed-b3842267f4be\" data-image-id=\"c73fc82a-a73c-4aac-8aed-b3842267f4be\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitation de RFEM5/RSTAB8 : </strong>Les effets de tous les cas de charge portant le même nom (c'est-à-dire listés plusieurs fois dans la combinaison de résultats) sont additionnés avec le coefficient correspondant dans Checkbot. Cela peut entraîner le doublement de certains cas de charge (ex. : 1*LC7 +1*LC7=2*LC7) et l'annulation d'autres cas de charge dans la combinaison (ex. : 1*LC9 -1*LC9= 0*LC9) ! </p>\n<p><strong>Solution de contournement : </strong>N'utilisez pas les mêmes cas de charge plus d'une fois dans la même combinaison de résultats dans RFEM ou RSTAB. Si vous souhaitez utiliser le groupe de charges dans RFEM et RSTAB et affecter le même cas de charge à une combinaison de résultats une fois avec un signe positif et une fois avec un signe négatif, procédez différemment avec 2 combinaisons de résultats ou combinaisons de charges indépendantes. </p>\n<figure data-asset-id=\"5d1eb8d2-a1b0-491f-96db-7c73a5abe946\" data-image-id=\"5d1eb8d2-a1b0-491f-96db-7c73a5abe946\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b2093d2e-5d70-459f-8b46-cac34dcb0812/Load%20cases%20with%20the%20same%20name.png\" data-asset-id=\"5d1eb8d2-a1b0-491f-96db-7c73a5abe946\" data-image-id=\"5d1eb8d2-a1b0-491f-96db-7c73a5abe946\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Limitation : </strong>La référence à d'autres combinaisons de résultats dans les combinaisons de résultats n'est pas prise en charge pour l'importation dans Checkbot. </p>\n<p><strong>Solution de contournement : </strong>Ajoutez des cas de charge à la combinaison de résultats au lieu d'ajouter d'autres combinaisons de résultats. </p>\n<figure data-asset-id=\"7f4f2489-78e8-410d-9db5-397764abde17\" data-image-id=\"7f4f2489-78e8-410d-9db5-397764abde17\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a5836832-109d-4023-881e-a20f4642c5da/Referencing%20RC%20to%20other%20RC.png\" data-asset-id=\"7f4f2489-78e8-410d-9db5-397764abde17\" data-image-id=\"7f4f2489-78e8-410d-9db5-397764abde17\" alt=\"\"></figure>\n<p><strong>Limitation :</strong> Les efforts intérieurs ne sont pas importés dans Checkbot si les valeurs de résultats correspondantes sont désactivées dans le gestionnaire de tableaux de résultats.</p>\n<p><strong>Solution de contournement : </strong>Ouvrez <strong>Résultats → Gestionnaire de tableaux de résultats</strong> et activez les valeurs requises. Assurez-vous que les options suivantes sont activées :</p>\n<ul>\n <li><strong>Lignes :</strong> Débuts d'éléments, Points intermédiaires, Fins d'éléments</li>\n <li><strong>Colonnes :</strong> Efforts intérieurs, Moments intérieurs</li>\n</ul>\n<figure data-asset-id=\"4a9e576b-c9fc-49cc-803b-414716185f7c\" data-image-id=\"4a9e576b-c9fc-49cc-803b-414716185f7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1bad7fd5-a6f1-4513-8469-80012602d7ff/RFEM%20-%20Result%20Table%20manager.png\" data-asset-id=\"4a9e576b-c9fc-49cc-803b-414716185f7c\" data-image-id=\"4a9e576b-c9fc-49cc-803b-414716185f7c\" alt=\"\"></figure>"
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"value": "<h2>Limitations du lien BIM béton</h2>\n<p>Ce qui suit décrit les <strong>limitations et considérations</strong> actuelles lors de l'utilisation du lien BIM ETABS/SAP2000 avec IDEA StatiCa Checkbot et Detail 2D, en mettant en évidence les contraintes potentielles, les problèmes courants et les pratiques recommandées pour garantir une analyse et un dimensionnement précis.</p>\n<h4>Limitation : Import</h4>\n<p>Si un <strong>cas de charge ETABS</strong> contient des <strong>étapes d'analyse</strong>, <strong>IDEA StatiCa Checkbot</strong> ne pourra pas toutes les prendre en compte.</p>\n<ul>\n <ul>\n <li>Il est recommandé de séparer les cas de charge par étapes en <strong>cas de charge individuels</strong> avant l'import.</li>\n </ul>\n</ul>\n<h4>Limitation : Fonctionnalité de synchronisation</h4>\n<p>Lors de la synchronisation du modèle, les <strong>types de combinaisons de charges</strong> sont <strong>réinitialisés</strong>.</p>\n<ul>\n <ul>\n <li>L'utilisateur doit réassigner les types de combinaisons de charges corrects après chaque synchronisation.</li>\n </ul>\n</ul>\n<h4>Limitation : Création d'éléments Detail</h4>\n<p>Les limitations suivantes s'appliquent lors de la création d'un <strong>Detail</strong> dans Checkbot :</p>\n<ul>\n <li>Les Details ne peuvent être créés que pour des <strong>éléments de voile situés dans le même plan. </strong></li>\n <li>Si les éléments sélectionnés ne sont pas coplanaires, une erreur se produira et un autre ensemble d'éléments devra être sélectionné.</li>\n</ul>\n<h4>Limitation : Export Detail</h4>\n<p>Lors de l'export d'un Detail, les limitations suivantes s'appliquent (un avertissement sera affiché dans Checkbot le cas échéant) :</p>\n<ul>\n <li>Les <strong>charges uniformes hors plan</strong> appliquées aux éléments 2D <strong>ne sont pas transférées</strong> vers <strong>Detail 2D</strong>.</li>\n <li>Les <strong>éléments 2D</strong> <strong>ne seront pas fusionnés</strong> s'ils ont des <strong>épaisseurs différentes</strong>, des <strong>matériaux différents</strong> ou des <strong>valeurs de chargement dans le plan différentes</strong>.\n <ul>\n <li>Le <strong>chargement hors plan</strong> ne peut pas être exporté. Un avertissement apparaîtra si le <strong>chargement total sur le bord</strong> pour un cas de charge dépasse <strong>±1 kN</strong>.</li>\n </ul>\n </li>\n <li>Les <strong>éléments 2D non verticaux</strong> ne doivent <strong>pas</strong> être transférés vers <strong>Detail 2D ;</strong> l'application n'est pas adaptée à de tels éléments. </li>\n</ul>\n<h4>Problèmes courants liés au flux de travail</h4>\n<ul>\n <li>Les <strong>charges ponctuelles concentrées</strong> peuvent provoquer un <strong>échec de l'analyse non linéaire</strong>. Ajoutez un <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>dispositif de transfert</strong></a> (par ex., une plaque d'appui) pour distribuer la charge.</li>\n <li>Un <strong>maillage grossier d'ETABS ou SAP2000</strong> (typique des modèles globaux) peut provoquer des <strong>pics de contrainte</strong> et générer des <strong>forces concentrées irréalistes</strong>, tant en valeur qu'en position, pour le dimensionnement du ferraillage.\n <ul>\n <li><strong>Recommandation :</strong> Modifier le maillage à 100 mm x 100 mm pour les éléments de voile importés.</li>\n </ul>\n </li>\n <li>Un maillage grossier peut également provoquer des <strong>moments dans le plan significatifs</strong> qui ne peuvent pas être capturés avec précision dans IDEA StatiCa.\n <ul>\n <li><strong>Recommandation :</strong> Définir la <strong>rigidité hors plan</strong> des éléments de voile importés à une <strong>valeur faible</strong> afin que les éléments structurels environnants du modèle global puissent correctement <strong>reprendre et transférer les efforts hors plan</strong>.</li>\n </ul>\n </li>\n <li>Si une <strong>charge ponctuelle sur le bord</strong> crée de la <strong>traction sur le bord</strong> (par ex., due à une charge latérale), l'analyse non linéaire peut échouer.\n <ul>\n <li><strong>Recommandation : </strong>Déplacer légèrement la charge ponctuelle vers <strong>l'intérieur</strong> pour assurer un <a data-item-id=\"38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b\" href=\"\">engagement correct du béton</a>. </li>\n </ul>\n </li>\n</ul>\n<figure data-asset-id=\"c533eb01-322a-4b8e-9531-d917fb9f2082\" data-image-id=\"c533eb01-322a-4b8e-9531-d917fb9f2082\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ded8d739-bd8a-4880-815b-3d278cc6b9a7/load%20move.png\" data-asset-id=\"c533eb01-322a-4b8e-9531-d917fb9f2082\" data-image-id=\"c533eb01-322a-4b8e-9531-d917fb9f2082\" alt=\"\"></figure>\n<h2>Limitations du lien BIM acier</h2>\n<p>Le lien fonctionne désormais pour une grande variété d'assemblages/joints. Cependant, veuillez tenir compte des fonctionnalités non encore prises en charge :</p>\n<h4>Limitation : Import des charges</h4>\n<p>Nous ne prenons pas en charge l'import de combinaisons de charges contenant des combinaisons de charges avec une addition autre que linéaire.</p>\n<p>Nous ne prenons pas en charge le référencement d'une combinaison de charges à l'intérieur d'une autre combinaison de charges. </p>\n<h4>Limitation : Comment exécuter les liens SAP2000 et ETABS avec IDEA StatiCa 22.1. </h4>\n<p><strong>Versions problématiques :</strong> </p>\n<ul>\n <li>SAP2000 24.1.0 </li>\n <li>ETABS 20.3.0 </li>\n</ul>\n<p> <strong>Description du problème :</strong> </p>\n<p>Le nouveau correctif de SAP2000 24.1.0 ne fonctionne pas avec la dernière version IDEA 22.1. Une fois que vous démarrez Checkbot depuis le menu, l'interface se présente comme suit et rien ne peut être fait/cliqué. </p>\n<figure data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png\" data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" alt=\"\"></figure>\n<p><strong>Solution :</strong> </p>\n<p>Cela s'applique également à SAP2000 et ETABS (dernières versions). La solution de contournement consiste à : </p>\n<p>1. Localiser le fichier de configuration (soit <em>SAP2000.exe.config</em> soit <em>ETABS.exe.config</em>) dans </p>\n<p>C:\\Program Files\\Computers and Structures\\SAP2000 24\\ </p>\n<p>ou </p>\n<p>C:\\Program Files\\Computers and Structures\\ETABS 20\\ </p>\n<p>2. Supprimer les lignes suivantes en bas du fichier et l'enregistrer (droits administrateur requis). </p>\n<figure data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg\" data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" alt=\"\"></figure>\n<p>Alternativement, copier le fichier sur le bureau, le modifier là, puis le recopier dans le dossier d'origine. </p>\n<p>Voici à quoi le fichier devrait ressembler (sa partie inférieure) après la suppression correcte de la liaison d'assembly : </p>\n<figure data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg\" data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\" alt=\"\"></figure>\n<p>3. Il est alors possible d'exécuter Checkbot.</p>\n<h4>Limitation : Équilibre</h4>\n<p>Pour assurer l'équilibre aux nœuds, veuillez définir les décalages de longueur d'extrémité (End Length Offsets) à 0 :</p>\n<figure data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png\" data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" alt=\"\"></figure>\n<figure data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png\" data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\" alt=\"\"></figure>\n<h4>Limitation : Convention de signe pour les efforts intérieurs</h4>\n<p>En raison de conventions de signe différentes dans ETABS et dans Checkbot, les efforts intérieurs sont affichés différemment. Les effets de charge sont appliqués correctement, mais les efforts intérieurs peuvent être affichés avec le signe opposé et tracés de l'autre côté de la poutre.</p>\n<figure data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png\" data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" alt=\"\"></figure>\n<figure data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png\" data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" alt=\"\"></figure>\n<h4>Limitation : Plusieurs versions de SAP2000 ou ETABS installées sur l'ordinateur</h4>\n<p>L'API d'ETABS et de SAP2000 utilise la bibliothèque COM, qui doit être enregistrée dans le registre. Lorsque vous installez une nouvelle version, la COM pour cette version est enregistrée automatiquement lors de l'installation. Ainsi, lorsque vous essayez ensuite d'exécuter le lien Checkbot pour une version plus ancienne, cela ne fonctionne pas. </p>\n<p>Si vous souhaitez basculer entre ces deux versions, vous devez :</p>\n<p>1) Exécuter en tant qu'administrateur le fichier \"UnregisterSAP2000.exe\" ou \"UnregisterETABS.exe\" dans le dossier de la version la plus récente.</p>\n<p>2) Puis exécuter en tant qu'administrateur le fichier \"RegisterSAP2000.exe\" ou \"RegisterETABS.exe\" dans le dossier de la version plus ancienne.</p>\n<p><br></p>"
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