{"id":373356,"date":"2024-07-24T07:26:08","date_gmt":"2024-07-24T07:26:08","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/373356\/"},"modified":"2024-07-24T07:26:08","modified_gmt":"2024-07-24T07:26:08","slug":"373356","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/373356\/","title":{"rendered":"Reply To: Composite beam: Stiffness behaviour"},"content":{"rendered":"<p>&lt;p&gt;Hi Noah,&lt;\/p&gt;&lt;p&gt;I think there was some confusion with the shortcut CLT. In your case it describes the plywood laminate pattern. The link you&#8217;ve been provided with talks about Classical Laminate Theary (CLT). Apologies for that. However, it is difficult to spot the issues just from your description. A first guess is that it is rather a problem of the contact settings between crosswood structure and steel profile. We could help you in detail, but you would need to create a service request within Ansys Support. Then we also can review your models guiding you through the correct settings.&lt;\/p&gt;&lt;p&gt;Kind regards&lt;\/p&gt;&lt;p&gt;Thomas&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-373356","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/373356","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\/373356\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=373356"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}