{"id":361206,"date":"2024-04-08T23:21:07","date_gmt":"2024-04-08T23:21:07","guid":{"rendered":"\/forum\/forums\/reply\/361206\/"},"modified":"2024-04-08T23:24:13","modified_gmt":"2024-04-08T23:24:13","slug":"361206","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/361206\/","title":{"rendered":"Reply To: Modeling a Torus Shaped WEC in ANSYS\/AQWA for a Floating Platform"},"content":{"rendered":"<p>&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;I&rsquo;ve tryed it so many times but can&#8217;t understand why it doesn&rsquo;t work out for me?&lt;\/p&gt;&lt;p&gt;I really appreciate your help.&lt;br&gt;I set the stiffness of the transverse fenders 10E+12 N\/m which costed me a small time step of 0.001 s but the torus still goes far from the spar and I get the error blow:&lt;br&gt;&lt;br&gt;HYDRODYNAMICALLY INTERACTING STRUCTURES HAVE MOVED TOO FAR FROM ANALYSIS POSITION MOVEMENT EXCEEDS 75% STOPPED AT TIME = 5.31.&lt;br&gt;&lt;br&gt;I tryed it with a simple regular wave which did not have a very high amount of period and amplitude!&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-361206","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/361206","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\/361206\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=361206"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}