{"id":357701,"date":"2024-03-18T16:47:30","date_gmt":"2024-03-18T16:47:30","guid":{"rendered":"\/forum\/forums\/reply\/357701\/"},"modified":"2024-03-18T16:47:30","modified_gmt":"2024-03-18T16:47:30","slug":"357701","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357701\/","title":{"rendered":"Reply To: contact between two perpendicular shell plates"},"content":{"rendered":"<p>&lt;p&gt;I suggest that flange and web share nodes at their juncture even though it means there&#8217;s some slight overlap of material at that juncture.&nbsp; &nbsp; &nbsp;*CONTACT_AUTOMATIC_SINGLE_SURFACE would only be needed if deformation were extremely large, such as would occur if the section buckled.&lt;\/p&gt;&lt;p&gt;If that doesn&#8217;t help, provide an image that illustrates the bad behavior.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-357701","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/357701","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\/357701\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=357701"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}