{"id":357332,"date":"2024-03-15T17:21:41","date_gmt":"2024-03-15T17:21:41","guid":{"rendered":"\/forum\/forums\/reply\/357332\/"},"modified":"2024-03-15T17:21:41","modified_gmt":"2024-03-15T17:21:41","slug":"357332","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357332\/","title":{"rendered":"Reply To: Non-linear calculation that fails, Deformation of a fence following an impact"},"content":{"rendered":"<p>&lt;p&gt;Hi Raphael,&lt;\/p&gt;&lt;p&gt;As a suggestion, this type of simulation (impact test) is much easier using an explicit solver. The Static Structural analysis system uses the implicit time integration method. You can employ Explicit Dynamics (AUTODYN) or even better than that, the Ansys LS-DYNA solver available in Ansys workbench that are robust for short-duration events with significant nonlinearities. Then try applying the impactor load as a velocity-based boundary condition (rather than force-based) under Initial Condition. If this is of interest, check out the course below to learn more about explicit dynamics analysis:&lt;br&gt;&nbsp;<a href=\"https:\/\/www.youtube.com\/playlist?list=PLtt6-ZgUFmMLcci-98A4Ifk-VJZZyc0NT\">Explicit Dynamics Theory &#8211; Ansys Innovation Course &#8211; YouTube<\/a>&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-357332","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=\"Hi Raphael,As a suggestion, this type of simulation (impact test) is much easier using an explicit solver. The Static Structural analysis system uses the implicit time integration method. You can employ Explicit Dynamics (AUTODYN) or even better than that, the Ansys LS-DYNA solver available in Ansys workbench that are robust for short-duration events with significant\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357332\/\" \/>\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: Non-linear calculation that fails, Deformation of a fence following an impact | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Hi Raphael,As a suggestion, this type of simulation (impact test) is much easier using an explicit solver. 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The Static Structural analysis system uses the implicit time integration method. 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The Static Structural analysis system uses the implicit time integration method. You can employ Explicit Dynamics (AUTODYN) or even better than that, the Ansys LS-DYNA solver available in Ansys workbench that are robust for short-duration events with significant","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357332\/","article:published_time":"2024-03-15T17:21:41+00:00","article:modified_time":"2024-03-15T17:21:41+00:00","twitter:card":"summary_large_image","twitter:title":"Reply To: Non-linear calculation that fails, Deformation of a fence following an impact | Ansys Learning Forum","twitter:description":"Hi Raphael,As a suggestion, this type of simulation (impact test) is much easier using an explicit solver. The Static Structural analysis system uses the implicit time integration method. 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