{"id":390077,"date":"2024-10-16T15:44:04","date_gmt":"2024-10-16T15:44:04","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/390077\/"},"modified":"2024-10-16T15:44:04","modified_gmt":"2024-10-16T15:44:04","slug":"390077","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/390077\/","title":{"rendered":"Reply To: Non-linear Analysis"},"content":{"rendered":"<p>&lt;p&gt;The warning message you&#8217;re encountering regarding a reinforcement element not being able to evaluate the base material property and the base material removal option (SECC) being ignored is likely due to the use of the command &#8220;SECCONTROL,,1&#8221;. This command is intended to remove the base-element material in the space occupied by the reinforcing fibers. However, it is important to note that this option only works for 1-D stress states. The limitation is documented under the SECCONTROL Command Reference, which states that &#8220;REMBASE = 1 typically leads to more accurate models. (The base material must support 1-D stress states.)&#8221;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-390077","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/390077","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\/390077\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=390077"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}