{"id":357240,"date":"2024-03-15T10:25:30","date_gmt":"2024-03-15T10:25:30","guid":{"rendered":"\/forum\/forums\/reply\/357240\/"},"modified":"2024-03-15T10:27:14","modified_gmt":"2024-03-15T10:27:14","slug":"357240","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357240\/","title":{"rendered":"Reply To: Difference in force-deflection curve (Remote displacement vs Loading Plate)"},"content":{"rendered":"<p>&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;Hi&lt;\/p&gt;&lt;p&gt;See if this tutorial (link below) helps. So just use a displacement with y non zero and x and z free on an edge &ndash; so do not use a remote displacement with all zero except of y of course. The tutorial also shows how to extract the failure load (force reaction of imposed displacement).&lt;\/p&gt;&lt;p&gt;As for why you get different values, could be many things (material properties etc.) . In theory it could be able to capture the failure of a RC beam.&lt;\/p&gt;&lt;p&gt;Some test cases where it has been used: https:\/\/www.researchgate.net\/publication\/354765497_Calibration_and_Validation_of_the_Menetrey-Willam_Constitutive_Model_for_Concrete.&lt;\/p&gt;&lt;p&gt;\/forum\/forums\/topic\/how-can-we-model-failure-in-reinforced-concrete-rc-slabs\/&lt;\/p&gt;&lt;p&gt;All the best&lt;\/p&gt;&lt;p&gt;Erik&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-357240","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=\"HiSee if this tutorial (link below) helps. So just use a displacement with y non zero and x and z free on an edge \u2013 so do not use a remote displacement with all zero except of y of course. The tutorial also shows how to extract the failure load (force reaction of imposed displacement).As\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357240\/\" \/>\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: Difference in force-deflection curve (Remote displacement vs Loading Plate) | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"HiSee if this tutorial (link below) helps. So just use a displacement with y non zero and x and z free on an edge \u2013 so do not use a remote displacement with all zero except of y of course. The tutorial also shows how to extract the failure load (force reaction of imposed displacement).As\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357240\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-03-15T10:25:30+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-03-15T10:27:14+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Difference in force-deflection curve (Remote displacement vs Loading Plate) | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"HiSee if this tutorial (link below) helps. So just use a displacement with y non zero and x and z free on an edge \u2013 so do not use a remote displacement with all zero except of y of course. 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