


{"id":389961,"date":"2024-10-16T08:18:31","date_gmt":"2024-10-16T08:18:31","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/"},"modified":"2024-10-16T08:18:31","modified_gmt":"2024-10-16T08:18:31","slug":"389961","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/","title":{"rendered":"Reply To: How to apply a stress as an initial load state ?"},"content":{"rendered":"<p>&lt;p&gt;Hello, thank you for your answer.&nbsp;&lt;br&gt;I try to explain my problem with figures.&nbsp;&lt;\/p&gt;&lt;p&gt;1) I have a first simulation, run with the code <strong>main.mac<\/strong>, which gives me the result of the displacement on the <em>figure normal_simulation_displacement_true_scale.jpg<\/em>, following the application of gravity on an embedded beam. I&#8217;ve chosen to use tetrahedral meshes and a Yeoh model, as this resembles my model, which is not a simple beam. On this 1st simulation, there&#8217;s the command <strong>inistate,write<\/strong> which allows me to save the stress generated after the result of my simulation (can you please confirm?).&nbsp;&lt;\/p&gt;&lt;p&gt;2) On the 2nd simulation, run with the <strong>main_prestress.mac<\/strong> code, I removed the loading (gravity) and imposed the prestressing obtained in the 1st simulation with the <strong>inistate,read<\/strong> command. The simulation does not converge. I&#8217;d like to obtain the same result as in the 1st simulation (as shown in the photo of the results). It probably doesn&#8217;t converge because the inistate command applies too high a stress to the first substep. Do you think it&#8217;s possible to make this simulation converge? And if it does converge, do you think I&#8217;ll get exactly the same result as the 1st simulation (because that&#8217;s what I&#8217;m looking for).&lt;\/p&gt;&lt;p&gt;3)) For the 3rd simulation, run with the <strong>code main_blocked.mac<\/strong>, I tried to do your method with the command <strong>DDELE,all,all,,,FORCE<\/strong>, but it doesn&#8217;t converge either.&lt;\/p&gt;&lt;p&gt;Any help would be appreciated. Thanks again for your answers. Charlotte.&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/16-10-2024-1729066628-main.jpg\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/16-10-2024-1729066706-normal_simulation_displacement_true_scale.jpg\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/16-10-2024-1729066682-main_prestress.jpg\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/16-10-2024-1729066693-main_blocked.jpg\" alt=\"\" \/>&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-389961","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/389961","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\/389961\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=389961"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}