


{"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":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hello, thank you for your answer. I try to explain my problem with figures. 1) I have a first simulation, run with the code main.mac, which gives me the result of the displacement on the figure normal_simulation_displacement_true_scale.jpg, following the application of gravity on an embedded beam. I&#039;ve chosen to use tetrahedral meshes and a Yeoh model, as\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Reply To: How to apply a stress as an initial load state ? | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Hello, thank you for your answer. I try to explain my problem with figures. 1) I have a first simulation, run with the code main.mac, which gives me the result of the displacement on the figure normal_simulation_displacement_true_scale.jpg, following the application of gravity on an embedded beam. I&#039;ve chosen to use tetrahedral meshes and a Yeoh model, as\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/\" \/>\n\t\t<meta property=\"og:image\" content=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/16-10-2024-1729066628-main.jpg\" \/>\n\t\t<meta property=\"og:image:secure_url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/16-10-2024-1729066628-main.jpg\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-10-16T08:18:31+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-10-16T08:18:31+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: How to apply a stress as an initial load state ? | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"Hello, thank you for your answer. I try to explain my problem with figures. 1) I have a first simulation, run with the code main.mac, which gives me the result of the displacement on the figure normal_simulation_displacement_true_scale.jpg, following the application of gravity on an embedded beam. I&#039;ve chosen to use tetrahedral meshes and a Yeoh model, as\" \/>\n\t\t<meta name=\"twitter:image\" content=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/16-10-2024-1729066628-main.jpg\" \/>\n\t\t<script type=\"application\/ld+json\" class=\"aioseo-schema\">\n\t\t\t{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/389961\\\/#breadcrumblist\",\"itemListElement\":[{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/389961\\\/#listItem\",\"name\":\"Reply To: How to apply a stress as an initial load state ?\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/389961\\\/#listItem\",\"position\":2,\"name\":\"Reply To: How to apply a stress as an initial load state ?\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}}]},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\"},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/389961\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/389961\\\/\",\"name\":\"Reply To: How to apply a stress as an initial load state ? | Ansys Learning Forum\",\"description\":\"Hello, thank you for your answer. 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I try to explain my problem with figures. 1) I have a first simulation, run with the code main.mac, which gives me the result of the displacement on the figure normal_simulation_displacement_true_scale.jpg, following the application of gravity on an embedded beam. I've chosen to use tetrahedral meshes and a Yeoh model, as","canonical_url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/","robots":"max-image-preview:large","keywords":"","webmasterTools":{"miscellaneous":""},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"BreadcrumbList","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/#breadcrumblist","itemListElement":[{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","position":1,"name":"Home","item":"https:\/\/innovationspace.ansys.com\/forum","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/#listItem","name":"Reply To: How to apply a stress as an initial load state ?"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/#listItem","position":2,"name":"Reply To: How to apply a stress as an initial load state ?","previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","name":"Home"}}]},{"@type":"Organization","@id":"https:\/\/innovationspace.ansys.com\/forum\/#organization","name":"Ansys Learning Forum","description":"Ansys Innovation Space","url":"https:\/\/innovationspace.ansys.com\/forum\/"},{"@type":"WebPage","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/#webpage","url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389961\/","name":"Reply To: How to apply a stress as an initial load state ? | Ansys Learning Forum","description":"Hello, thank you for your answer. I try to explain my problem with figures. 1) I have a first simulation, run with the code main.mac, which gives me the result of the displacement on the figure normal_simulation_displacement_true_scale.jpg, following the application of gravity on an embedded beam. 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