{"id":381474,"date":"2024-09-03T18:21:50","date_gmt":"2024-09-03T18:21:50","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/transient-vs-static-analysis\/"},"modified":"2024-09-14T12:21:01","modified_gmt":"2024-09-14T12:21:01","slug":"transient-vs-static-analysis","status":"answered","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/transient-vs-static-analysis\/","title":{"rendered":"Transient vs static analysis"},"content":{"rendered":"<p>&lt;p&gt;Hi&lt;\/p&gt;&lt;p&gt;I try to apply a moving load (=10^8N) on &lt;span style=&#8221;font-size: 18.6667px;&#8221;&gt;on a bridge model using transient analysis, but i get very different results compared to statical analysis&lt;\/span&gt;&lt;\/p&gt;&lt;p&gt;&lt;span style=&#8221;font-size: 18.6667px;&#8221;&gt;I think the problem is related to the time increment and the number of substeps parameters&lt;\/span&gt;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&lt;span style=&#8221;font-size: 18.6667px;&#8221;&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/03-09-2024-1725387658-mceclip0.png\" \/><img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/03-09-2024-1725387658-mceclip1.png\" \/><img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/09\/03-09-2024-1725387658-mceclip2.png\" \/>&lt;\/span&gt;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-381474","topic","type-topic","status-answered","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["263991","88"],"_bbp_author_ip":["105.140.55.75"],"_btv_view_count":["204"],"_bbp_topic_status":["answered"],"_bbp_topic_id":["381474"],"_bbp_forum_id":["27791"],"_bbp_engagement":["88","263991"],"_bbp_voice_count":["2"],"_bbp_last_reply_id":["382682"],"_bbp_last_active_id":["382682"],"_bbp_last_active_time":["2024-09-14 12:20:47"]},"test":"chafiki-vacehtp-ac-ma"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/381474","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":1,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/381474\/revisions"}],"predecessor-version":[{"id":382683,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/381474\/revisions\/382683"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=381474"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}