{"id":398667,"date":"2024-12-28T20:49:15","date_gmt":"2024-12-28T20:49:15","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/398667\/"},"modified":"2024-12-28T20:49:15","modified_gmt":"2024-12-28T20:49:15","slug":"398667","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/398667\/","title":{"rendered":"Reply To: Nonlinear (inelastic) buckling analysis of clylindrical column"},"content":{"rendered":"<p>&lt;p&gt;I think the problem is this warning. This solution does not give correct one. In this topic &#8220;https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/large-deflection-warning-when-turned-on\/&#8221; Peter mention about that. But now it is not correct. I need help of Peter :)&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/12\/28-12-2024-1735418824-Untitled-4.png\" alt=\"\" \/>&nbsp;&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/12\/28-12-2024-1735418853-Untitled-5.png\" alt=\"\" \/>&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-398667","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/398667","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/398667\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=398667"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}