{"id":1620,"date":"2012-02-27T14:00:00","date_gmt":"2012-02-27T12:00:00","guid":{"rendered":"https:\/\/blogs.autodesk.com\/villagebim\/2012\/02\/comparatif-methodes-lignes-de-ruptures-elements-finis-avec-determination-des-sections-d-aciers-selon-eurocode-2-et-anf.html"},"modified":"2021-02-09T23:29:59","modified_gmt":"2021-02-09T21:29:59","slug":"comparatif-methodes-lignes-de-ruptures-elements-finis-avec-determination-des-sections-d-aciers-selon-eurocode-2-et-anf","status":"publish","type":"post","link":"https:\/\/blogs.autodesk.com\/villagebim\/2012\/02\/comparatif-methodes-lignes-de-ruptures-elements-finis-avec-determination-des-sections-d-aciers-selon-eurocode-2-et-anf.html","title":{"rendered":"Comparatif m\u00e9thodes lignes de ruptures, \u00e9l\u00e9ments finis avec d\u00e9termination des sections d&rsquo;aciers selon Eurocode 2 avec ANF"},"content":{"rendered":"<p>Le logiciel <strong>Autodesk<sup>\u00a9 <\/sup>Robot<sup>TM<\/sup> Structural Analysis 2012<\/strong> permet de consid\u00e9rer des dalles avec un mod\u00e8le de report de charge aux lignes de ruptures ou en coque. De plus, la poutre peut \u00eatre mod\u00e9lis\u00e9e en \u00e9l\u00e9ments finis coque ou poutre avec ou non des excentrements. Nous allons observer le transfert des charges et l\u2019\u00e9volution des moments de flexion et section d\u2019aciers au travers de ces diff\u00e9rentes options.<\/p>\n<p><a href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b016761f62de5970b-pi\"><img loading=\"lazy\" decoding=\"async\" alt=\"clip_image002[4]\" border=\"0\" height=\"216\" src=\"https:\/\/blogs.autodesk.com\/villagebim\/wp-content\/uploads\/sites\/154\/2021\/02\/img_6022fed7ab75b.jpg\" style=\"background-image: none;padding-left: 0px;padding-right: 0px;padding-top: 0px;border-width: 0px\" title=\"clip_image002[4]\" width=\"266\" \/><\/a><\/p>\n<p>Pour une liaison de mod\u00e9lisation dalle et poutre, en plus du choix des lignes de ruptures pour la dalle, il y a 5 choix vis-\u00e0-vis de la poutre :<\/p>\n<ul>\n<li>Mod\u00e9lisation uniquement en coque <\/li>\n<li>Mod\u00e9lisation en poutre rectangulaire <\/li>\n<li>Mod\u00e9lisation en poutre rectangulaire avec excentrement <\/li>\n<li>Mod\u00e9lisation en poutre en T <\/li>\n<li>Mod\u00e9lisation en poutre en T avec excentrement <\/li>\n<\/ul>\n<p><a href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b016761f62dfd970b-pi\"><img loading=\"lazy\" decoding=\"async\" alt=\"clip_image002\" border=\"0\" height=\"146\" src=\"https:\/\/blogs.autodesk.com\/villagebim\/wp-content\/uploads\/sites\/154\/2021\/02\/img_6022fedb1b6e6.jpg\" style=\"background-image: none;padding-left: 0px;padding-right: 0px;padding-top: 0px;border-width: 0px\" title=\"clip_image002\" width=\"406\" \/><\/a><\/p>\n<p><a href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b0168e6f7a90c970c-pi\"><img loading=\"lazy\" decoding=\"async\" alt=\"image\" border=\"0\" height=\"224\" src=\"https:\/\/blogs.autodesk.com\/villagebim\/wp-content\/uploads\/sites\/154\/2021\/02\/img_6022fede246b7.png\" style=\"background-image: none;padding-left: 0px;padding-right: 0px;padding-top: 0px;border-width: 0px\" title=\"image\" width=\"210\" \/><\/a><a href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b0168e6f7a92d970c-pi\"><img loading=\"lazy\" decoding=\"async\" alt=\"clip_image002[6]\" border=\"0\" height=\"234\" src=\"https:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b01630100fae2970d-pi\" style=\"background-image: none;padding-left: 0px;padding-right: 0px;padding-top: 0px;border-width: 0px\" title=\"clip_image002[6]\" width=\"187\" \/><\/a><\/p>\n<table border=\"1\" cellpadding=\"0\" cellspacing=\"0\">\n<tbody>\n<tr>\n<td valign=\"top\" width=\"100\">&#160;<\/td>\n<td valign=\"top\" width=\"65\">\n<p style=\"text-align: center\">Manuel<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>Ligne de Rupture RSA<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>Poutre en coque<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>poutre R<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>poutre R excentr\u00e9<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>poutre en T<\/p>\n<\/td>\n<td valign=\"top\" width=\"83\">\n<p style=\"text-align: center\">poutre en T excentr\u00e9<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td valign=\"top\" width=\"100\">\n<p style=\"text-align: center\">Nu (kN)<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"65\">\n<p>0<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>0<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>4.9<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>1.3<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>-56.6<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>1.6<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>-48.1<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td valign=\"top\" width=\"100\">\n<p style=\"text-align: center\">Mu (kN.m)<\/p>\n<\/td>\n<td valign=\"top\" width=\"65\">\n<p style=\"text-align: center\">30.3<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>30.0<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>26.2<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>34.6<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>19.3<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>35.0<\/p>\n<\/td>\n<td valign=\"top\" width=\"83\">\n<p style=\"text-align: center\">23.9<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" valign=\"top\" width=\"100\">\n<p style=\"text-align: center\">As (cm\u00b2)<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"65\">\n<p>1.28<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>1.26<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>1.28<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>1.28<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>1.45<\/p>\n<\/td>\n<td style=\"text-align: center\" valign=\"top\" width=\"83\">\n<p>1.47<\/p>\n<\/td>\n<td valign=\"top\" width=\"83\">\n<p style=\"text-align: center\">1.50<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Tl\u00e9chargement du <a href=\"http:\/\/villagebim.typepad.com\/Modelisation%20interaction%20dalle%20poutre.pdf\" target=\"_self\" rel=\"noopener noreferrer\">document de r\u00e9f\u00e9rence ici<\/a>.<\/p>\n<p>T\u00e9l\u00e9chargement <a href=\"http:\/\/villagebim.typepad.com\/Fichier%20RSA.zip\" target=\"_self\" rel=\"noopener noreferrer\">des fichiers RSA<\/a>.<\/p>\n<p><a href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b016761fdec21970b-popup\"><img decoding=\"async\" alt=\"Fichier RSA\" class=\"asset  asset-image at-xid-6a015391e15a28970b016761fdec21970b\" src=\"https:\/\/blogs.autodesk.com\/villagebim\/wp-content\/uploads\/sites\/154\/2021\/02\/img_6022fee22d5ee.png\" title=\"Fichier RSA\" \/><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Le logiciel Autodesk\u00a9 RobotTM Structural Analysis 2012 permet de consid\u00e9rer des dalles avec un mod\u00e8le de report de charge aux lignes de ruptures ou en coque. De plus, la poutre peut \u00eatre mod\u00e9lis\u00e9e en \u00e9l\u00e9ments finis coque ou poutre avec ou non des excentrements. Nous allons observer le transfert des charges et l\u2019\u00e9volution des moments [&hellip;]<\/p>\n","protected":false},"author":50836,"featured_media":2472,"menu_order":0,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"inline_featured_image":false,"footnotes":""},"categories":[58],"tags":[13,20,2650,123,225],"class_list":["post-1620","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-structure","tag-autocad","tag-autodesk","tag-ingenieurs","tag-robot","tag-robot-structural-analysis","dhig-theme--light"],"acf":[],"_links":{"self":[{"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/posts\/1620","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/users\/50836"}],"replies":[{"embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/comments?post=1620"}],"version-history":[{"count":0,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/posts\/1620\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/media\/2472"}],"wp:attachment":[{"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/media?parent=1620"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/categories?post=1620"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/tags?post=1620"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}