{"id":162116,"date":"2023-01-25T07:34:20","date_gmt":"2023-01-25T07:34:20","guid":{"rendered":"\/knowledge\/forums\/topic\/menetrey-willam-concrete-model-applied-to-solid185-element-with-discrete-reinf264-causes-fatal-error-multiplas-supports-only-three-dimensional-and-two-dimensional-elements-why-is-this-message-i\/"},"modified":"2023-07-31T12:36:48","modified_gmt":"2023-07-31T12:36:48","slug":"menetrey-willam-concrete-model-applied-to-solid185-element-with-discrete-reinf264-causes-fatal-error-multiplas-supports-only-three-dimensional-and-two-dimensional-elements-why-is-this-message-i","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/knowledge\/forums\/topic\/menetrey-willam-concrete-model-applied-to-solid185-element-with-discrete-reinf264-causes-fatal-error-multiplas-supports-only-three-dimensional-and-two-dimensional-elements-why-is-this-message-i\/","title":{"rendered":"Menetrey-Willam concrete model applied to SOLID185 element with discrete REINF264, causes fatal error:  &#8220;MultiPlas supports only three-dimensional and two-dimensional elements.&#8221;  Why is this message issued?"},"content":{"rendered":"<p>&#8220;SECCONTROL,,1&#8221; will cause this error.  This option is used to remove base-element material in the space occupied by the reinforcing fibers, but it only works for 1-D stress states.  This limitation is documented under SECCONTROL Command Ref:  &#8220;REMBASE = 1 typically leads to more accurate models. (The base material must support 1-D stress states.)&#8221;<\/p>\n","protected":false},"template":"","class_list":["post-162116","topic","type-topic","status-publish","hentry","topic-tag-2019-r3","topic-tag-materials","topic-tag-mechanical-apdl","topic-tag-special-purpose","topic-tag-structural-mechanics"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_wp_page_template":["default"],"_bbp_forum_id":["27814"],"_bbp_last_active_time":["1-24-2023  20:20:24"],"_bbp_author_ip":["23.56.168.180"],"_btv_view_count":["1026"],"siebel_km_number":["2062091"],"product_version":["2019 R3"],"km_published_date":["2020-01-03T20:07:32.000Z"],"family":["Structural Mechanics"],"application_name":["Mechanical APDL"]},"test":"articlesansys-com"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/topics\/162116","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/topics\/162116\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/media?parent=162116"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}