{"id":1276,"date":"2013-08-30T09:30:00","date_gmt":"2013-08-30T07:30:00","guid":{"rendered":"https:\/\/blogs.autodesk.com\/villagebim\/2013\/08\/autodesk-robot-structural-analysis-professional-2014-elements-finis-utilisation-d-appuis.html"},"modified":"2021-02-09T23:24:22","modified_gmt":"2021-02-09T21:24:22","slug":"autodesk-robot-structural-analysis-professional-2014-elements-finis-utilisation-d-appuis","status":"publish","type":"post","link":"https:\/\/blogs.autodesk.com\/villagebim\/2013\/08\/autodesk-robot-structural-analysis-professional-2014-elements-finis-utilisation-d-appuis.html","title":{"rendered":"Autodesk Robot Structural Analysis Professional 2014 &#8211; El\u00e9ments finis: Utilisation d&rsquo;appuis"},"content":{"rendered":"<p style=\"text-align: justify\">&#160;&#160;&#160;&#160;La mod\u00e9lisation \u00e9l\u00e9ments finis est tr\u00e8s d\u00e9licate notamment au niveau de la mod\u00e9lisation d\u2019appuis de type poteau (appui ponctuel) ou d\u2019appui de voile (appuis lin\u00e9iques). Effectivement, ces types d\u2019appuis sont mod\u00e9lis\u00e9s de fa\u00e7on discr\u00e8te, c\u2019est \u00e0 dire qu\u2019ils sont attribu\u00e9s aux n\u0153uds du maillage et donc vont cr\u00e9er une concentration de contraintes du fait de la faible surface d\u2019appui.<\/p>\n<p style=\"text-align: justify\">&#160;&#160;&#160;&#160;Dans la r\u00e9alit\u00e9, il n\u2019existe pas d\u2019appuis dont la surface est n\u00e9gligeable, le poteau a une largeur et une hauteur et un voile&#160;a une \u00e9paisseur. Robot Structural Analysis Professional dispose d\u2019une option qui permet de prendre en compte la surface d\u2019appui et donc de lin\u00e9ariser en diminuant les contraintes sur appuis.<\/p>\n<p style=\"text-align: justify\"><strong><span style=\"text-decoration: underline\">Vous trouvez ci-dessous, l\u2019explication :<\/span><\/strong><\/p>\n<p style=\"text-align: justify\">&#160;&#160;&#160;&#160;Il s\u2019agit de deux plaques identiques sur trois appuis, appuis de rive lin\u00e9aire et un appui interm\u00e9diaire ponctuel. Sur la premi\u00e8re plaque, nous avons mod\u00e9lis\u00e9 les appuis classique (sans surface d\u2019appui), sur la deuxi\u00e8me, nous avons introduit des surfaces, comme le montre la figure ci-dessous :<\/p>\n<p style=\"text-align: justify\"><a class=\"asset-img-link\" href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b019aff0d2312970d-popup\"><img decoding=\"async\" alt=\"Aca1\" class=\"asset  asset-image at-xid-6a015391e15a28970b019aff0d2312970d\" src=\"https:\/\/blogs.autodesk.com\/villagebim\/wp-content\/uploads\/sites\/154\/2021\/02\/img_6022fd86d3b53.png\" title=\"Aca1\" \/><\/a><\/p>\n<p style=\"text-align: justify\">Nota : nous remarquons que le logiciel affiche les largeurs d\u2019appuis du poteau et des voiles d\u2019extr\u00e9mit\u00e9.<\/p>\n<p style=\"text-align: justify\">Comment d\u00e9finir des appuis qui rel\u00e8vent d\u2019une surface :<\/p>\n<p style=\"text-align: justify\"><span style=\"text-decoration: underline\">&#8211; Appui de type poteau :<\/span><\/p>\n<p style=\"text-align: justify\"><a class=\"asset-img-link\" href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b019aff0d235b970d-popup\"><img decoding=\"async\" alt=\"Aca2\" class=\"asset  asset-image at-xid-6a015391e15a28970b019aff0d235b970d\" src=\"https:\/\/blogs.autodesk.com\/villagebim\/wp-content\/uploads\/sites\/154\/2021\/02\/img_6022fd8916403.png\" title=\"Aca2\" \/><\/a><\/p>\n<p style=\"text-align: justify\"><span style=\"text-decoration: underline\">&#8211; Appui de type voile :<\/span><\/p>\n<p style=\"text-align: justify\"><a class=\"asset-img-link\" href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b019aff0c8775970b-popup\"><img decoding=\"async\" alt=\"Aca3\" class=\"asset  asset-image at-xid-6a015391e15a28970b019aff0c8775970b\" src=\"https:\/\/blogs.autodesk.com\/villagebim\/wp-content\/uploads\/sites\/154\/2021\/02\/img_6022fd8b9289e.png\" title=\"Aca3\" \/><\/a><\/p>\n<p style=\"text-align: justify\"><strong><span style=\"text-decoration: underline\">Exploitation des r\u00e9sultats :<\/span><\/strong><\/p>\n<p style=\"text-align: justify\">&#160;&#160;&#160;&#160;Dans la partie exploitation des r\u00e9sultats, dans l\u2019onglet &quot;<em>Param\u00e8tres<\/em>&quot;, vous pouvez cocher l\u2019option \u00ab <em>R\u00e9duction dans les appuis<\/em> \u00bb, ce qui permet de voir l\u2019influence des surfaces d\u2019appui.<\/p>\n<p style=\"text-align: justify\"><a class=\"asset-img-link\" href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b019aff0c87bc970b-popup\"><img decoding=\"async\" alt=\"Aca4\" class=\"asset  asset-image at-xid-6a015391e15a28970b019aff0c87bc970b\" src=\"https:\/\/blogs.autodesk.com\/villagebim\/wp-content\/uploads\/sites\/154\/2021\/02\/img_6022fd8e2316a.png\" title=\"Aca4\" \/><\/a><br \/>&#160; &#160; De plus, lors du dimensionnement des aciers th\u00e9oriques, il est possible de prendre en compte l\u2019influence des appuis surfaciques, en cochant l\u2019option &quot;<em>R\u00e9duction des forces au-dessus des poteaux et voiles<\/em>&quot;.<\/p>\n<p style=\"text-align: justify\"><a class=\"asset-img-link\" href=\"http:\/\/villagebim.typepad.com\/.a\/6a015391e15a28970b019aff0cf6a2970c-popup\"><img decoding=\"async\" alt=\"Aca5\" class=\"asset  asset-image at-xid-6a015391e15a28970b019aff0cf6a2970c\" src=\"https:\/\/blogs.autodesk.com\/villagebim\/wp-content\/uploads\/sites\/154\/2021\/02\/img_6022fd90bc03b.png\" title=\"Aca5\" \/><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>&#160;&#160;&#160;&#160;La mod\u00e9lisation \u00e9l\u00e9ments finis est tr\u00e8s d\u00e9licate notamment au niveau de la mod\u00e9lisation d\u2019appuis de type poteau (appui ponctuel) ou d\u2019appui de voile (appuis lin\u00e9iques). Effectivement, ces types d\u2019appuis sont mod\u00e9lis\u00e9s de fa\u00e7on discr\u00e8te, c\u2019est \u00e0 dire qu\u2019ils sont attribu\u00e9s aux n\u0153uds du maillage et donc vont cr\u00e9er une concentration de contraintes du fait de [&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":[58,6],"tags":[261,13,20,1348,2102,2103,2101,123],"class_list":["post-1276","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-structure","category-trucs-et-astuces","tag-appuis","tag-autocad","tag-autodesk","tag-autodesk-robot-structural-analysis-professional","tag-concentration-de-contrainte","tag-eduction-des-forces-au-dessus-des-poteaux-et-voiles","tag-elements-finis","tag-robot","dhig-theme--light"],"acf":[],"_links":{"self":[{"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/posts\/1276","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=1276"}],"version-history":[{"count":0,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/posts\/1276\/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=1276"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/categories?post=1276"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/tags?post=1276"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}