


{"id":366951,"date":"2024-05-15T13:05:09","date_gmt":"2024-05-15T13:05:09","guid":{"rendered":"\/forum\/forums\/reply\/366951\/"},"modified":"2024-05-15T13:05:09","modified_gmt":"2024-05-15T13:05:09","slug":"366951","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/366951\/","title":{"rendered":"Reply To: Cast iron model for Engineered cementitious concrete"},"content":{"rendered":"<p>&lt;p&gt;The ratio of stress to strain from first data set (defined via TBPT commands) for tension and compression need to match the corresponding elastic modulus (defined by MP,ex,,). That is what the error messages are referring to.&nbsp; The warning about Material 3 can probably be ignored, since you are not using Material 3, but you should confirm.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-366951","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=\"The ratio of stress to strain from first data set (defined via TBPT commands) for tension and compression need to match the corresponding elastic modulus (defined by MP,ex,,). That is what the error messages are referring to. The warning about Material 3 can probably be ignored, since you are not using Material 3, but you\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/366951\/\" \/>\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: Cast iron model for Engineered cementitious concrete | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"The ratio of stress to strain from first data set (defined via TBPT commands) for tension and compression need to match the corresponding elastic modulus (defined by MP,ex,,). That is what the error messages are referring to. The warning about Material 3 can probably be ignored, since you are not using Material 3, but you\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/366951\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-05-15T13:05:09+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-05-15T13:05:09+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Cast iron model for Engineered cementitious concrete | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"The ratio of stress to strain from first data set (defined via TBPT commands) for tension and compression need to match the corresponding elastic modulus (defined by MP,ex,,). That is what the error messages are referring to. The warning about Material 3 can probably be ignored, since you are not using Material 3, but you\" \/>\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\\\/366951\\\/#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\\\/366951\\\/#listItem\",\"name\":\"Reply To: Cast iron model for Engineered cementitious concrete\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/366951\\\/#listItem\",\"position\":2,\"name\":\"Reply To: Cast iron model for Engineered cementitious concrete\",\"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\\\/366951\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/366951\\\/\",\"name\":\"Reply To: Cast iron model for Engineered cementitious concrete | Ansys Learning Forum\",\"description\":\"The ratio of stress to strain from first data set (defined via TBPT commands) for tension and compression need to match the corresponding elastic modulus (defined by MP,ex,,). That is what the error messages are referring to. 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