{"id":381667,"date":"2024-09-05T18:09:11","date_gmt":"2024-09-05T18:09:11","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/381667\/"},"modified":"2024-09-05T18:09:11","modified_gmt":"2024-09-05T18:09:11","slug":"381667","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/381667\/","title":{"rendered":"Reply To: coupled field harmonic analysis with pretension"},"content":{"rendered":"<p>&lt;p&gt;I just tried a simple pure structural prestressed full (not mode-superposition) harmonic with an applied non-zero displacement in the static.&nbsp; The harmonic did not treat this non-zero displacement as a harmonic load.&nbsp; Could you try a full harmonic?&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-381667","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/381667","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\/381667\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=381667"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}