{"id":374135,"date":"2024-07-30T05:37:06","date_gmt":"2024-07-30T05:37:06","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/374135\/"},"modified":"2024-07-30T05:37:06","modified_gmt":"2024-07-30T05:37:06","slug":"374135","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/374135\/","title":{"rendered":"Reply To: Time-Series Fatigue Analysis"},"content":{"rendered":"<p>&lt;p&gt;<img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/07\/30-07-2024-1722317448-tt.png\" alt=\"\" width=\"331\" height=\"145\" \/>&lt;\/p&gt;&lt;p&gt;Before the fatigue analysis, I will do static analysis with 1 N unit load, however as you see, there is 9.6N in the loads. nCode will multiply 9.6 with 1N stress result, so nonlineer situation will not effect. In this way, I want to do 1N, 2N, 3N&#8230;9N static analysis. I want nCode to do the following. Take the 9.6N load from the 9N static analysis or use the result of 10N if it is closer to it. Like interpolation. I hope, I could tell it.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-374135","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/374135","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\/374135\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=374135"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}