{"id":364221,"date":"2024-04-25T13:38:32","date_gmt":"2024-04-25T13:38:32","guid":{"rendered":"\/forum\/forums\/reply\/364221\/"},"modified":"2024-04-25T13:38:32","modified_gmt":"2024-04-25T13:38:32","slug":"364221","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/364221\/","title":{"rendered":"Reply To: LS-DYNA or Static Structural"},"content":{"rendered":"<p>&lt;p&gt;Hi Yiran,&lt;\/p&gt;&lt;p&gt;Yes, you can do so by applying a displacement boundary condition of 1mm instead of force to achieve the same on Static Structural.&lt;\/p&gt;&lt;p&gt;Ensure to apply the displacement very slowly by considering higher number of subtseps in the analysis settings.&lt;\/p&gt;&lt;p&gt;I mentioned about convergence issues in advance for your preparation in case you face it.&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-364221","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/364221","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\/364221\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=364221"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}