{"id":390033,"date":"2024-10-16T13:39:50","date_gmt":"2024-10-16T13:39:50","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/390033\/"},"modified":"2024-10-16T13:39:50","modified_gmt":"2024-10-16T13:39:50","slug":"390033","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/390033\/","title":{"rendered":"Reply To: How to apply a stress as an initial load state ?"},"content":{"rendered":"<p>&lt;p&gt;The deformation appears to be quite extreme.&nbsp; Make sure load ramping is in effect (KBC,0).&nbsp; Perhaps you need to use more than 10 substeps to unload the forces associated with the prestress.&nbsp; You said previously that the 2nd solution converged and you got a small stress, 0.25e-3Pa.&nbsp; There are different types of non-convergence.&nbsp; Perhaps you could paste the force convergence graph into the forum.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-390033","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=\"The deformation appears to be quite extreme. Make sure load ramping is in effect (KBC,0). Perhaps you need to use more than 10 substeps to unload the forces associated with the prestress. You said previously that the 2nd solution converged and you got a small stress, 0.25e-3Pa. There are different types of non-convergence. Perhaps you\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/390033\/\" \/>\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=\"The deformation appears to be quite extreme. Make sure load ramping is in effect (KBC,0). Perhaps you need to use more than 10 substeps to unload the forces associated with the prestress. You said previously that the 2nd solution converged and you got a small stress, 0.25e-3Pa. There are different types of non-convergence. Perhaps you\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/390033\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-10-16T13:39:50+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-10-16T13:39:50+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=\"The deformation appears to be quite extreme. Make sure load ramping is in effect (KBC,0). Perhaps you need to use more than 10 substeps to unload the forces associated with the prestress. You said previously that the 2nd solution converged and you got a small stress, 0.25e-3Pa. There are different types of non-convergence. 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Make sure load ramping is in effect (KBC,0). Perhaps you need to use more than 10 substeps to unload the forces associated with the prestress. You said previously that the 2nd solution converged and you got a small stress, 0.25e-3Pa. There are different types of non-convergence. 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Perhaps you need to use more than 10 substeps to unload the forces associated with the prestress. You said previously that the 2nd solution converged and you got a small stress, 0.25e-3Pa. There are different types of non-convergence. 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Make sure load ramping is in effect (KBC,0). Perhaps you need to use more than 10 substeps to unload the forces associated with the prestress. You said previously that the 2nd solution converged and you got a small stress, 0.25e-3Pa. There are different types of non-convergence. 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Perhaps you need to use more than 10 substeps to unload the forces associated with the prestress. You said previously that the 2nd solution converged and you got a small stress, 0.25e-3Pa. There are different types of non-convergence. Perhaps you","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/390033\/","article:published_time":"2024-10-16T13:39:50+00:00","article:modified_time":"2024-10-16T13:39:50+00:00","twitter:card":"summary_large_image","twitter:title":"Reply To: How to apply a stress as an initial load state ? | Ansys Learning Forum","twitter:description":"The deformation appears to be quite extreme. Make sure load ramping is in effect (KBC,0). Perhaps you need to use more than 10 substeps to unload the forces associated with the prestress. You said previously that the 2nd solution converged and you got a small stress, 0.25e-3Pa. There are different types of non-convergence. 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