


{"id":28968,"date":"2018-03-28T15:50:48","date_gmt":"2018-03-28T15:50:48","guid":{"rendered":"\/forum\/forums\/topic\/modelling-plastic-deformation-of-a-column\/"},"modified":"2018-03-28T15:50:48","modified_gmt":"2018-03-28T15:50:48","slug":"modelling-plastic-deformation-of-a-column","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/modelling-plastic-deformation-of-a-column\/","title":{"rendered":"Modelling plastic deformation of a column"},"content":{"rendered":"<p>Hey,<\/p>\n<p><\/p>\n<p>Since a few days I am trying to simulate the plastic behaviour of a pinned-pinned column under axial compression. To implement an initial imperfection, I ran a linear buckling analysis first and exported the solution to a static structural analysis via APDL code (see picture), which worked out quite good.<\/p>\n<p><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/ddb1ac91-1c0d-48fa-8d3e-a8b100f63006\/9cbe058a-845e-416a-ae24-a8b10104b238_1.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n<p><\/p>\n<p>To save some calculation time, I modeled only one half of the column in this static structural analysis and added a symmetry Region to the right faces. I added constraints and a ramped force to the system shown in the following picture (same as in the linear buckling analysis). As I want to simulate pinned-pinned support, I added a fixed support and a displacement with Uz as only degree of freedom to the load application plates (self-defined very stiff material) at the top and bottom of the column respectively. All of the contacts are being modeled as bonded. As a material for the column I defined a multilinear material (taking effects of thermal degradation into account as I want to simulate this effect in an next step), which can be seen in the next picture. After a while of solving this problem, ANSYS WB 18.2 stops the solution by sending several warnings and errors (see picture). Although sending all of those errors, I can view the results, which do not look too bad. After checking stresses and strains of the viewable results I found out, that ANSYS only solved up until the point at which plastic deformation occurs (same problem while using the default material &#8220;Structural Steel NL&#8221; from the WB material database, so that I assume, that this problem is not due to a wrong definition of my own material).<\/p>\n<p><\/p>\n<p>I would be so thankful, if anyone has an idea on what my fault is.<\/p>\n<p><\/p>\n<p>Thank&#8217;s very much.<\/p>\n<p><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/ddb1ac91-1c0d-48fa-8d3e-a8b100f63006\/b3c4d10e-d7c0-40ae-9244-a8b10104df9c_2.jpg?width=690&amp;upscale=false\" alt=\"\" width=\"439\" height=\"223\"><\/p>\n<p><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/ddb1ac91-1c0d-48fa-8d3e-a8b100f63006\/cd7f03d8-fc9c-4065-96b6-a8b10104fc07_3.jpg?width=690&amp;upscale=false\" alt=\"\" width=\"440\" height=\"292\"><\/p>\n<p><\/p>\n<p>&nbsp;<img decoding=\"async\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/attachments\/ddb1ac91-1c0d-48fa-8d3e-a8b100f63006\/e481cb46-e8aa-4269-b7b9-a8b101052153_unbenannt.jpg?width=690&amp;upscale=false\" alt=\"\"><\/p>\n","protected":false},"template":"","class_list":["post-28968","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["1135"],"_bbp_old_topic_author_name_id":["Anonymous"],"_bbp_old_is_topic_anonymous_id":["false"],"_bbp_old_closed_status_id":["publish"],"_bbp_author_ip":[null],"_bbp_old_sticky_status_id":["normal"],"_bbp_likes_count":["0","0","0","0","0"],"_btv_view_count":["12553"],"_bbp_subscription":["273281"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["28968"],"_bbp_forum_id":["27791"],"_bbp_engagement":["240","156514","177582","273281"],"_bbp_voice_count":["4"],"_bbp_reply_count":["41"],"_bbp_last_reply_id":["251557"],"_bbp_last_active_id":["251557"],"_bbp_last_active_time":["2023-02-26 10:54:50"]},"test":"timh"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/28968","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\/28968\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=28968"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}