{"id":293520,"date":"2023-07-18T04:51:58","date_gmt":"2023-07-18T04:51:58","guid":{"rendered":"\/forum\/forums\/reply\/293520\/"},"modified":"2023-07-18T04:51:58","modified_gmt":"2023-07-18T04:51:58","slug":"293520","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/293520\/","title":{"rendered":"Reply To: Shell Elements Stresses"},"content":{"rendered":"<p>&lt;p&gt;I&#8217;m not entirely convinced it&#8217;s a stress singularity. Based on the direction of the force, you could have high stress and deformation in that pattern. Is it steel with a yield stress around 250 MPa? It is over yield, but not excessively so. We verify stress singlarities by making smaller elements at the suspected location to see if the stress keeps going up. In non-singularities, the stress may go up but does so asymptotically, aproaching a constant value.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-293520","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=\"I&#039;m not entirely convinced it&#039;s a stress singularity. Based on the direction of the force, you could have high stress and deformation in that pattern. Is it steel with a yield stress around 250 MPa? It is over yield, but not excessively so. We verify stress singlarities by making smaller elements at the suspected location\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/293520\/\" \/>\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: Shell Elements Stresses | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"I&#039;m not entirely convinced it&#039;s a stress singularity. Based on the direction of the force, you could have high stress and deformation in that pattern. Is it steel with a yield stress around 250 MPa? It is over yield, but not excessively so. We verify stress singlarities by making smaller elements at the suspected location\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/293520\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2023-07-18T04:51:58+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2023-07-18T04:51:58+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Shell Elements Stresses | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"I&#039;m not entirely convinced it&#039;s a stress singularity. Based on the direction of the force, you could have high stress and deformation in that pattern. Is it steel with a yield stress around 250 MPa? It is over yield, but not excessively so. 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