{"id":95928,"date":"2019-10-11T23:20:23","date_gmt":"2019-10-11T23:20:23","guid":{"rendered":"\/forum\/forums\/reply\/95928\/"},"modified":"2019-10-11T23:20:23","modified_gmt":"2019-10-11T23:20:23","slug":"95928","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/95928\/","title":{"rendered":"Reply To: Contact between steel supports and concrete beam"},"content":{"rendered":"<p>It depends on how much bending you expect at that bottom edge. If it is small such that you don&#8217;t get sliding at that interface, then MPC bonded will do allowing for the necessary rotation. I am not sure if the default in workbench includes the rotational degrees of freedom of the target element in the coupling. You can check the ansys contact technology guide for this on MPC.&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-95928","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=\"It depends on how much bending you expect at that bottom edge. If it is small such that you don&#039;t get sliding at that interface, then MPC bonded will do allowing for the necessary rotation. I am not sure if the default in workbench includes the rotational degrees of freedom of the target element in\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/95928\/\" \/>\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: Contact between steel supports and concrete beam | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"It depends on how much bending you expect at that bottom edge. If it is small such that you don&#039;t get sliding at that interface, then MPC bonded will do allowing for the necessary rotation. I am not sure if the default in workbench includes the rotational degrees of freedom of the target element in\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/95928\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2019-10-11T23:20:23+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2019-10-11T23:20:23+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Contact between steel supports and concrete beam | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"It depends on how much bending you expect at that bottom edge. If it is small such that you don&#039;t get sliding at that interface, then MPC bonded will do allowing for the necessary rotation. I am not sure if the default in workbench includes the rotational degrees of freedom of the target element in\" \/>\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\\\/95928\\\/#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\\\/95928\\\/#listItem\",\"name\":\"Reply To: Contact between steel supports and concrete beam\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/95928\\\/#listItem\",\"position\":2,\"name\":\"Reply To: Contact between steel supports and concrete beam\",\"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\\\/95928\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/95928\\\/\",\"name\":\"Reply To: Contact between steel supports and concrete beam | Ansys Learning Forum\",\"description\":\"It depends on how much bending you expect at that bottom edge. If it is small such that you don't get sliding at that interface, then MPC bonded will do allowing for the necessary rotation. 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If it is small such that you don't get sliding at that interface, then MPC bonded will do allowing for the necessary rotation. I am not sure if the default in workbench includes the rotational degrees of freedom of the target element in","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/95928\/","article:published_time":"2019-10-11T23:20:23+00:00","article:modified_time":"2019-10-11T23:20:23+00:00","twitter:card":"summary_large_image","twitter:title":"Reply To: Contact between steel supports and concrete beam | Ansys Learning Forum","twitter:description":"It depends on how much bending you expect at that bottom edge. If it is small such that you don't get sliding at that interface, then MPC bonded will do allowing for the necessary rotation. 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