{"id":195483,"date":"2021-10-22T18:31:15","date_gmt":"2021-10-22T18:31:15","guid":{"rendered":"\/forum\/forums\/reply\/195483\/"},"modified":"2021-10-22T18:36:43","modified_gmt":"2021-10-22T18:36:43","slug":"195483","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/195483\/","title":{"rendered":"Reply To: FSI with 2D"},"content":{"rendered":"<p><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/forum-uploads\/016\/WDJXM2E982T1.png\" width=\"386\" height=\"366\" \/><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/forum-uploads\/700\/KJUTNAMYS04I.png\" width=\"271\" height=\"313\" \/>This is an example of what i have faced, these two simulation the first is with a 1 mm thickness and the second with 3 mm  thickness. The Imported pressure differ between the two thickness , also the shear stress at walls in the Fluent results.<br \/>\nyou can see the difference in the Equiv Stress Results with varying the thickness. <br \/>\nThank you in Advance<\/p>\n","protected":false},"template":"","class_list":["post-195483","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/195483","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\/195483\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=195483"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}