{"id":55191,"date":"2017-10-17T10:07:57","date_gmt":"2017-10-17T10:07:57","guid":{"rendered":"\/forum\/forums\/reply\/55191\/"},"modified":"2017-10-17T10:07:57","modified_gmt":"2017-10-17T10:07:57","slug":"55191","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/55191\/","title":{"rendered":"Reply To: Hexahedral elements compare to 10 node tetrahedral elements for contact problems"},"content":{"rendered":"<p><span style=\"font-family: 'Open Sans', Arial, Helvetica, sans-serif; font-size: 15px;\">With hyperelastic materials, lower order hex elements are optimal, in terms of robustness and accuracy, but not always practical. It can be helpful to drop midside nodes and let the code invoke enhanced strain technology when bending is excessive. Higher order elements can be more susceptible to turning inside out under excessive bending.<\/span><\/p>\n","protected":false},"template":"","class_list":["post-55191","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=\"With hyperelastic materials, lower order hex elements are optimal, in terms of robustness and accuracy, but not always practical. It can be helpful to drop midside nodes and let the code invoke enhanced strain technology when bending is excessive. Higher order elements can be more susceptible to turning inside out under excessive bending.\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/55191\/\" \/>\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: Hexahedral elements compare to 10 node tetrahedral elements for contact problems | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"With hyperelastic materials, lower order hex elements are optimal, in terms of robustness and accuracy, but not always practical. It can be helpful to drop midside nodes and let the code invoke enhanced strain technology when bending is excessive. Higher order elements can be more susceptible to turning inside out under excessive bending.\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/55191\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2017-10-17T10:07:57+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2017-10-17T10:07:57+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Hexahedral elements compare to 10 node tetrahedral elements for contact problems | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"With hyperelastic materials, lower order hex elements are optimal, in terms of robustness and accuracy, but not always practical. It can be helpful to drop midside nodes and let the code invoke enhanced strain technology when bending is excessive. 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