


{"id":95993,"date":"2019-10-14T02:49:46","date_gmt":"2019-10-14T02:49:46","guid":{"rendered":"\/forum\/forums\/reply\/95993\/"},"modified":"2019-10-14T02:49:46","modified_gmt":"2019-10-14T02:49:46","slug":"95993","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/95993\/","title":{"rendered":"Reply To: Need help with Ansys solver was unable to converge error"},"content":{"rendered":"<p>Dear Peteroznewman,<\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n<p><\/p>\n<p>About &#8220;<span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">This is pushing and pulling on the top of the structure with larger oscillations of displacement.&nbsp; Why are you doing that?&#8221; , I want to do cyclic analysis to the structure following testing procedure from ATC and AISC until the material become plastic.<\/span><\/p>\n<p><\/p>\n<p>&#8220;<span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">It is the worst idea for efficiently solving the deformation of the structure out to the limits of displacement.&#8221;, Any suggestions how do i know the structure displacement limit?<\/span><\/p>\n<p><\/p>\n<p><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">&#8220;<\/span><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">A much better idea is to have a single step that goes out to 30 mm.&#8221;, I&#8217;m sorry but I don&#8217;t get what do you mean about this one.<\/span><\/p>\n<p><\/p>\n<p><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">&#8220;<\/span><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">Perhaps you are trying to build up plastic strain. You don&#8217;t have the correct material model to accomplish that. You must use&nbsp;<\/span><a style=\"box-sizing: border-box; color: #2470bb; text-decoration-line: none; font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\" href=\"\/thread\/cyclic-elastic-plastic-simulation\/?order=all#comment-a4783d7e-ce29-4104-a440-a97b00bcdccf\">Charboche<\/a><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">.&#8221; yes i was trying to do analysis until the structure become plastic not elastic anymore, and i will study about &#8220;Charboche&#8221;.<\/span><\/p>\n<p><\/p>\n<p><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">Is there anything wrong in my model? I&#8217;m a newcomer to Ansys.<\/span><\/p>\n<p><\/p>\n<p><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">Thank you Peter, your reply and suggestion are very helpful to my research and thesis.<\/span><\/p>\n","protected":false},"template":"","class_list":["post-95993","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Dear Peteroznewman, About &quot;This is pushing and pulling on the top of the structure with larger oscillations of displacement. 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