{"id":162466,"date":"2021-09-22T11:23:50","date_gmt":"2021-09-22T11:23:50","guid":{"rendered":"\/forum\/forums\/topic\/modelling-of-timber\/"},"modified":"2021-09-22T11:34:03","modified_gmt":"2021-09-22T11:34:03","slug":"modelling-of-timber","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/modelling-of-timber\/","title":{"rendered":"Modelling of timber"},"content":{"rendered":"<div class=\"Item-Body\">\n<div class=\"Message userContent\">\n<p>Hi<\/p>\n<p>I&#039;m trying to do an analysis of timber in workbench.<\/p>\n<p>I would like use a material model as shown below. However this is not possible to do in a Static Structural model as it does not account for the strain limits.<\/p>\n<p>When I try to run it in Explicit Dynamics instead I get a problem because Hill yield criterion is not supported.<\/p>\n<p>Do I have any other options?<\/p>\n<div class=\"embedExternal embedImage\">\n<div class=\"embedExternal-content\">\n<a class=\"embedImage-link\" href=\"\/forum\/wp-content\/uploads\/forum-uploads\/283\/5MLLYPSP2CVY.png\" rel=\"nofollow noopener\" target=\"_blank\"><br \/>\n<img decoding=\"async\" class=\"embedImage-img\" src=\"\/forum\/wp-content\/uploads\/forum-uploads\/283\/5MLLYPSP2CVY.png\" alt=\"image.png\" \/><br \/>\n<\/a><\/p>\n","protected":false},"template":"","class_list":["post-162466","topic","type-topic","status-closed","hentry","topic-tag-hill-1","topic-tag-orthotropic-materials"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_author_ip":[""],"_bbp_old_reply_author_name_id":["Anonymous"],"_bbp_old_is_reply_anonymous_id":["false"],"_btv_view_count":["1615"],"_bbp_likes_count":["0"],"_bbp_subscription":["251833"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["162466"],"_bbp_forum_id":["27791"],"_bbp_engagement":["58821","228524"],"_bbp_voice_count":["2"],"_bbp_reply_count":["1"],"_bbp_last_reply_id":["192826"],"_bbp_last_active_id":["192826"],"_bbp_last_active_time":["2021-09-22 11:34:03"]},"test":"mani615student-sdu-dk"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/162466","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/162466\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=162466"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}