Widget #1: widget_pricing_list
Name: Pricing list 2023 - EMEA+APAC
ID: 4b43c62e-e076-422d-b208-049d8adafb29
Show Raw Data
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"value": "<p>Quelles méthodes sont utilisées pour évaluer la performance au feu des poutres et des poteaux ? Vous pouvez choisir parmi plusieurs procédures de calcul selon EN 1992-1-2 :</p>\n<ul>\n <li><a data-item-id=\"05e60800-b67b-5e45-9f50-2db3316a5804\" href=\"\">Données tabulaires - disponibles dans l'application IDEA StatiCa RCS depuis la version 10.1</a></li>\n <li>Méthodes de calcul simplifiées - méthode de l'isotherme 500°C, méthode des zones</li>\n <li>Méthodes de calcul avancées</li>\n</ul>\n<p>Cette fois, nous avons ignoré les autres méthodes simplifiées et nous avons décidé de développer la méthode de calcul la plus avancée que vous puissiez utiliser. Il s'agit de l'<strong>analyse thermique</strong> (AT). Même si vous trouvez l'analyse la plus avancée dans les applications IDEA StatiCa, les flux de travail sont maintenus aussi simples que possible. Ainsi, la conception et la vérification des structures en béton pour la résistance au feu redeviennent très simples.</p>\n<h3>Performance au feu des poutres et poteaux en béton armé en quelques étapes</h3>\n<figure data-asset-id=\"b680710e-409a-49dc-b79b-43e59690e0e4\" data-image-id=\"b680710e-409a-49dc-b79b-43e59690e0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/be334afc-c81f-44d7-895d-4fb2f7367693/Fire%20resistance%20check%20in%20few%20steps.png\" data-asset-id=\"b680710e-409a-49dc-b79b-43e59690e0e4\" data-image-id=\"b680710e-409a-49dc-b79b-43e59690e0e4\" alt=\"\"></figure>\n<h4>Géométrie</h4>\n<p>Les éléments analysés peuvent être des poutres, des poteaux ou des portiques de toute forme de section transversale.</p>\n<figure data-asset-id=\"743bd545-a045-4534-9cf0-f77091bbfb4a\" data-image-id=\"743bd545-a045-4534-9cf0-f77091bbfb4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d1ee5004-a0ac-4133-b08f-3d0e2bdefd5c/any%20shape%20of%20cross-section.gif\" data-asset-id=\"743bd545-a045-4534-9cf0-f77091bbfb4a\" data-image-id=\"743bd545-a045-4534-9cf0-f77091bbfb4a\" alt=\"\"></figure>\n<h4>Données d'incendie et charges</h4>\n<p>Si vous souhaitez effectuer une analyse thermique, vous devez d'abord définir les données d'exposition au feu. La classe de résistance au feu, l'humidité du béton, la température de l'élément, ainsi que les parties et les faces de l'élément analysé exposées au feu.</p>\n<figure data-asset-id=\"7c126577-327e-4b74-8531-546cfaa62d1a\" data-image-id=\"7c126577-327e-4b74-8531-546cfaa62d1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5b801e1e-530f-4345-87bf-30a0706db7ce/Fire%20exposure.png\" data-asset-id=\"7c126577-327e-4b74-8531-546cfaa62d1a\" data-image-id=\"7c126577-327e-4b74-8531-546cfaa62d1a\" alt=\"\"></figure>\n<h4>Analyse thermique</h4>\n<p>L'analyse thermique est basée sur un transfert de chaleur non stationnaire à travers une section transversale (la température varie dans le temps). En ce qui concerne les propriétés des matériaux du béton et du ferraillage ainsi que la plage de températures, cette méthode est non linéaire. La condition initiale est la température de l'environnement en fonction du temps selon l'Eurocode 1991-1-2. </p>\n<figure data-asset-id=\"20360dee-1b25-4f1f-b9d6-0374d7e40f97\" data-image-id=\"20360dee-1b25-4f1f-b9d6-0374d7e40f97\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/33f95294-09aa-4819-8624-35672e2f730c/settings%20for%20thermal%20analysis.gif\" data-asset-id=\"20360dee-1b25-4f1f-b9d6-0374d7e40f97\" data-image-id=\"20360dee-1b25-4f1f-b9d6-0374d7e40f97\" alt=\"\"></figure>\n<p>De manière similaire à l'<a data-item-id=\"2e85d2d4-cb1a-4495-b21e-5b2da03e8a77\" href=\"\">analyse géométriquement et matériellement non linéaire (GMNA)</a>, implémentée dans IDEA StatiCa Member, l'élément analysé est divisé en sections qui sont maillées en éléments finis au sein desquels le transfert de chaleur est calculé.</p>\n<figure data-asset-id=\"e23b21b9-cfd0-48b9-baba-bfff5bee2675\" data-image-id=\"e23b21b9-cfd0-48b9-baba-bfff5bee2675\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/37245c83-a1ae-4f65-bac8-e6c652b55fa2/heat%20transfer%20over%20the%20cross-section.png\" data-asset-id=\"e23b21b9-cfd0-48b9-baba-bfff5bee2675\" data-image-id=\"e23b21b9-cfd0-48b9-baba-bfff5bee2675\" alt=\"\"></figure>\n<p>Le résultat de l'analyse thermique est un champ de température dans la section transversale au moment indiqué par la classe de résistance au feu (R 60, par exemple). Une telle distribution de la température dans la section transversale est utilisée pour déterminer les propriétés des matériaux du béton et du ferraillage ainsi que la déformation thermique. La dégradation des matériaux respecte les tableaux définis dans l'Eurocode EN 1992-1-2 ou peut être définie par l'utilisateur et enregistrée dans les modèles.</p>\n<figure data-asset-id=\"c46124ca-ff3d-42af-bcb7-1559fc73b156\" data-image-id=\"c46124ca-ff3d-42af-bcb7-1559fc73b156\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3b123dce-3ada-4b7e-b5a2-5782feafd5e6/material%20degradation.png\" data-asset-id=\"c46124ca-ff3d-42af-bcb7-1559fc73b156\" data-image-id=\"c46124ca-ff3d-42af-bcb7-1559fc73b156\" alt=\"\"></figure>\n<p>Vous pouvez visualiser la distribution de la température en vue d'ensemble ou en vue détaillée. </p>\n<figure data-asset-id=\"cff04748-1d72-4f02-a530-8024ae848936\" data-image-id=\"cff04748-1d72-4f02-a530-8024ae848936\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f3cc50b5-8295-4a19-8263-b948205bca10/Outputs%20of%20thermal%20analysis.png\" data-asset-id=\"cff04748-1d72-4f02-a530-8024ae848936\" data-image-id=\"cff04748-1d72-4f02-a530-8024ae848936\" alt=\"\"></figure>\n<figure data-asset-id=\"5c09b050-bfcb-453d-81d1-8ac17d226516\" data-image-id=\"5c09b050-bfcb-453d-81d1-8ac17d226516\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/08605eff-9885-4e28-8b6d-01e33e4595ea/heat%20transfer%20in%20the%20cross-section.png\" data-asset-id=\"5c09b050-bfcb-453d-81d1-8ac17d226516\" data-image-id=\"5c09b050-bfcb-453d-81d1-8ac17d226516\" alt=\"\"></figure>\n<h4>Analyse géométriquement et matériellement non linéaire</h4>\n<p>Après l'exécution de l'analyse thermique (AT), l'analyse géométriquement et matériellement non linéaire (GMNA) est automatiquement lancée en utilisant les résultats de l'analyse thermique comme état initial de l'élément analysé. Les résultats de la GMNA sont des contraintes et des déformations qui sont comparées aux valeurs limites (dégradées). </p>\n<p>Valeurs des contraintes dans le béton en compression (le béton en traction est exclu).</p>\n<figure data-asset-id=\"e94ac3f1-41c8-4581-bae0-548d716d7fd9\" data-image-id=\"e94ac3f1-41c8-4581-bae0-548d716d7fd9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e0300642-c7e3-4708-b211-a5f7f605f61e/stress-concrete-%20TA%2BGMNIA.png\" data-asset-id=\"e94ac3f1-41c8-4581-bae0-548d716d7fd9\" data-image-id=\"e94ac3f1-41c8-4581-bae0-548d716d7fd9\" alt=\"\"></figure>\n<p>Valeurs des contraintes dans le ferraillage</p>\n<figure data-asset-id=\"72de62b1-ed20-4c31-a9c0-6f086201a2bd\" data-image-id=\"72de62b1-ed20-4c31-a9c0-6f086201a2bd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3fecde23-45eb-4336-8609-73fdce6df1f9/stress%20-%20reinforcement%20-%20TA%2BGMNIA.png\" data-asset-id=\"72de62b1-ed20-4c31-a9c0-6f086201a2bd\" data-image-id=\"72de62b1-ed20-4c31-a9c0-6f086201a2bd\" alt=\"\"></figure>\n<p>Disponible dans les éditions <strong>Expert</strong> et <strong>Enhanced</strong> d' <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Concrete and Prestressing</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b4af3822_d8c2_01ca_0fcd_713a4d9f871e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ddb35ace_31ea_01ce_f255_3e2fe341c64a\"></object>"
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"value": "<p>La conception et l'évaluation des éléments en béton sont normalement effectuées au niveau de la section (élément 1D) ou au niveau ponctuel (élément 2D). Cette procédure est décrite dans toutes les normes de conception structurelle, par exemple dans (EN 1992-1-1 ou ACI 318-19), et elle est utilisée dans la pratique courante de l'ingénierie structurelle. Cependant, il n'est pas toujours connu ou respecté que la procédure n'est acceptable que dans les zones où l'hypothèse de Bernoulli-Navier de distribution plane des déformations s'applique (appelées régions B). Les endroits où cette hypothèse ne s'applique pas sont appelés régions de discontinuité ou régions perturbées (régions D). Des exemples de régions B et D pour des éléments 1D sont donnés en (Fig. 1). Il s'agit, par exemple, des zones d'appui, des parties où des charges concentrées sont appliquées, des emplacements où un changement brusque de la section transversale se produit, des ouvertures, etc. Lors de la conception de structures en béton, on rencontre de nombreuses autres régions D telles que les voiles, les diaphragmes de ponts, les corbeaux, etc. </p>\n<figure data-asset-id=\"874c8092-fb41-44c6-804d-52727044d470\" data-image-id=\"874c8092-fb41-44c6-804d-52727044d470\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dc96c2fd-25aa-43fd-b6d5-556b5242b9cf/Discontinuity%20regions.png\" data-asset-id=\"874c8092-fb41-44c6-804d-52727044d470\" data-image-id=\"874c8092-fb41-44c6-804d-52727044d470\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 1\\qquad Discontinuity regions (Navrátil et al. 2017)}}}\\]</em></p>\n<p>Dans le passé, des règles de conception semi-empiriques étaient utilisées pour le dimensionnement des régions de discontinuité. Heureusement, ces règles ont été largement remplacées au cours des dernières décennies par des modèles Bielle-et-tirant (Schlaich et al., 1987) et des champs de contraintes (Marti 1985), qui figurent dans les codes de conception actuels et sont fréquemment utilisés par les concepteurs aujourd'hui. Ces modèles sont des outils mécaniquement cohérents et puissants. Il convient de noter que les champs de contraintes peuvent généralement être continus ou discontinus, et que les modèles Bielle-et-tirant constituent un cas particulier des champs de contraintes discontinus.</p>\n<p>Malgré l'évolution des outils de calcul au cours des dernières décennies, les modèles Bielle-et-Tirant sont encore essentiellement utilisés comme calculs manuels. Leur application pour des structures réelles est fastidieuse et chronophage, car des itérations sont nécessaires et plusieurs cas de charge doivent être pris en compte. De plus, cette méthode n'est pas adaptée à la vérification des critères de serviceabilité (déformations, largeurs de fissures, etc.).</p>\n<p>L'intérêt des ingénieurs structure pour un outil fiable et rapide permettant de concevoir les régions D a conduit à la décision de développer la nouvelle Méthode du Champ de Contraintes Compatible, une méthode de conception assistée par ordinateur des champs de contraintes qui permet la conception et l'évaluation automatiques des éléments en béton structurel soumis à des chargements dans leur plan.</p>\n<p>La Méthode du Champ de Contraintes Compatible (CSFM) est une méthode d'analyse des champs de contraintes continue basée sur les éléments finis, dans laquelle les solutions classiques de champs de contraintes sont complétées par des considérations cinématiques, c'est-à-dire que l'état de déformation est évalué dans l'ensemble de la structure. Ainsi, la résistance effective à la compression du béton peut être calculée automatiquement en fonction de l'état de déformation transversale, de manière similaire aux analyses de champs de compression qui tiennent compte de l'adoucissement en compression (Vecchio et Collins 1986 ; Kaufmann et Marti 1998) et à la méthode EPSF (Fernández Ruiz et Muttoni 2007). De plus, le CSFM prend en compte le raidissement en traction, fournissant des rigidités réalistes aux éléments, et couvre toutes les prescriptions des codes de conception (y compris les aspects de serviceabilité et de capacité de déformation) qui n'étaient pas traités de manière cohérente par les approches précédentes. Le CSFM utilise des lois de comportement uniaxiales courantes fournies par les normes de conception pour le béton et le ferraillage. Celles-ci sont connues au stade de la conception, ce qui permet d'utiliser la méthode des coefficients partiels de sécurité. Ainsi, les concepteurs n'ont pas à fournir des propriétés matérielles supplémentaires, souvent arbitraires, telles que celles généralement requises pour les analyses EF non linéaires, ce qui rend la méthode parfaitement adaptée à la pratique de l'ingénierie.</p>\n<p>Pour favoriser l'utilisation des champs de contraintes assistés par ordinateur par les ingénieurs structure, ces méthodes doivent être implémentées dans des environnements logiciels conviviaux. À cette fin, le CSFM a été implémenté dans <em>IDEA StatiCa Detail</em> ; un nouveau logiciel commercial convivial développé conjointement par l'ETH Zurich et la société de logiciels IDEA StatiCa dans le cadre du projet DR-Design Eurostars-10571.</p>"
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}Options flexibles d'achat
Vous ne voulez pas attendre pour un devis ?
Il vous faut juste deux minutes avec notre Calculatrice des tarifs ! Vous obtiendrez une configuration estimée de produits et tarifs pour votre entreprise et vos économies au futur selon les étalons globaux en conception structurale.
Quelles applications sont comprises dans les produits individuels ?
Veuillez noter que la seule application du module Concrete qui autorise ACI est Detail.
| Application | Steel | Detail | Concrete | Complete | |
| Connection | |||||
| Member | |||||
| Detail | |||||
| Beam | |||||
| RCS | |||||
| Checkbot | |||||
| Viewer |
Nous proposons des licences en ligne et basées sur compte. Vous n'avez besoin que de vos identifiants pour utiliser votre licence sur n'importe quel appareil. Lisez plus d'Octroi de licences ici.
Non, toutes les licences d'IDEA StatiCa sont flottantes. Vous pouvez changer d'appareil, retourner la licence au pool, partager-la avec vos collègues et travailler en route ou de chez soi.
Non, toutes les licences d'IDEA StatiCa sont flottantes. Vous pouvez changer d'appareil, retourner la licence au pool, partager-la avec vos collègues et travailler en route ou de chez soi.
Pour des utilisateurs comme vous, éliminer les risques et éviter de rogner sur la qualité sont des parties essentielles du succès de votre projet. C'est pourquoi nous vous offrons maintenance pour protéger votre temps, argent et réputation en s'assurant que vous avec accès au soutien expert quand vous en avez besoin et aux fonctions avant-gardes les plus récentes.
Les deux avantages principaux de maintenance actualisée sont :
- Vos problèmes techniques sont résolus par nos spécialistes internes
- Accès à la version actuelle de IDEA StatiCa (il y a deux versions majeures et plusieurs actualisations mineures par an qui fournissent des fonctions et avantages supplémentaires)
Veuillez noter que la maintenance est automatiquement comprise dans toutes les licences de souscription mais doit être achetée séparément en cas de licences perpétuelles. De plus, si un client n'a pas de maintenance pour une licence plus ancienne, il doit acheter une actualisation à la version actuelle avant d'acheter la maintenance pour la période suivante.
Pour savoir plus de la maintenance, lisez notre article de la base de connaissances.
Oui, la licence originale d'IDEA StatiCa est valide au pays spécifié lors de l'achat (d'habitude par votre adresse de facturation). Une utilisation multinationale doit être définie par la licence Entreprise.
Produits IDEA StatiCa ont deux éditions. L'édition complète s'appelle Enhanced, l'édition limitée s'appelle Expert. Les prix ci-dessus sont affichés pour l'édition Expert, un siège, licence flottante. Demandez un devis pour recevoir une solution détaillée pour votre organisation.
IDEA StatiCa Complete est le package ultime qui vous propose tout ce qui est disponible chez IDEA StatiCa. Il contient les applications Connection, Detail, Checkbot, RCS, Beam et Member.
IDEA StatiCa Enterprise est le package ultime pour les utilisateurs Entreprise qui propose tout ce qui est disponible chez IDEA StatiCa (IDEA StatiCa Complete) avec les avantages suivants :
- utilisation internationale
- nombre illimité d'utilisateurs de licence
- assistance prioritaire
- contrats pour plusieurs années
- flux de travail automatisés
- formation