{"id":167158,"date":"2023-04-05T14:33:04","date_gmt":"2023-04-05T14:33:04","guid":{"rendered":"\/knowledge\/forums\/topic\/will-beam188-yield-due-to-shear-stress\/"},"modified":"2023-07-31T12:32:27","modified_gmt":"2023-07-31T12:32:27","slug":"will-beam188-yield-due-to-shear-stress","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/knowledge\/forums\/topic\/will-beam188-yield-due-to-shear-stress\/","title":{"rendered":"Will BEAM188 yield due to shear stress?"},"content":{"rendered":"<p>The beam element is based on Timoshenko beam theory. Cross-sections remain plane and undistorted after deformation, meaning that transverse shear strain is constant through the cross-section. The shear distribution, however, is not constant, so some scaling is applied to make the distribution parabolic. In this case, it only makes sense that the constitutive relation for transverse shear is linear elastic. Therefore, the beam will not yield due to shear.<\/p>\n","protected":false},"template":"","class_list":["post-167158","topic","type-topic","status-publish","hentry","topic-tag-19-2","topic-tag-general","topic-tag-mechanical-apdl","topic-tag-static","topic-tag-structural-and-thermal","topic-tag-structural-mechanics"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"The beam element is based on Timoshenko beam theory. Cross-sections remain plane and undistorted after deformation, meaning that transverse shear strain is constant through the cross-section. The shear distribution, however, is not constant, so some scaling is applied to make the distribution parabolic. In this case, it only makes sense that the constitutive relation for\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/knowledge\/forums\/topic\/will-beam188-yield-due-to-shear-stress\/\" \/>\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 Knowledge | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Will BEAM188 yield due to shear stress? | Ansys Knowledge\" \/>\n\t\t<meta property=\"og:description\" content=\"The beam element is based on Timoshenko beam theory. Cross-sections remain plane and undistorted after deformation, meaning that transverse shear strain is constant through the cross-section. 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The shear distribution, however, is not constant, so some scaling is applied to make the distribution parabolic. 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