{"id":356163,"date":"2024-03-08T20:23:45","date_gmt":"2024-03-08T20:23:45","guid":{"rendered":"\/forum\/forums\/topic\/reinforced-concrete-modeling\/"},"modified":"2024-03-11T08:10:33","modified_gmt":"2024-03-11T08:10:33","slug":"reinforced-concrete-modeling","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/reinforced-concrete-modeling\/","title":{"rendered":"Reinforced Concrete Modeling"},"content":{"rendered":"<p>I created two model of concrete beam without rebar and with rebar. I applied similer UDL load in both cases and the deflection at the midspan is same in both cases. theoritical deflection for only concrete is almost same but with rebar beam it is not working. Rebar in the concrete is not working to minimize the deflection. Please anyone help me regarding this issue. Thank you.<\/p>\n","protected":false},"template":"","class_list":["post-356163","topic","type-topic","status-closed","hentry","topic-tag-concrete-material","topic-tag-deflection","topic-tag-rebar"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"I created two model of concrete beam without rebar and with rebar. I applied similer UDL load in both cases and the deflection at the midspan is same in both cases. theoritical deflection for only concrete is almost same but with rebar beam it is not working. Rebar in the concrete is not working to\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/reinforced-concrete-modeling\/\" \/>\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=\"Reinforced Concrete Modeling | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"I created two model of concrete beam without rebar and with rebar. I applied similer UDL load in both cases and the deflection at the midspan is same in both cases. theoritical deflection for only concrete is almost same but with rebar beam it is not working. Rebar in the concrete is not working to\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/reinforced-concrete-modeling\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-03-08T20:23:45+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-03-11T08:10:33+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reinforced Concrete Modeling | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"I created two model of concrete beam without rebar and with rebar. I applied similer UDL load in both cases and the deflection at the midspan is same in both cases. theoritical deflection for only concrete is almost same but with rebar beam it is not working. 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