{"id":165493,"date":"2023-03-17T09:00:28","date_gmt":"2023-03-17T09:00:28","guid":{"rendered":"\/knowledge\/forums\/topic\/how-does-ansys-calculate-the-shear-correction-factor-for-beam188-9-elements\/"},"modified":"2023-07-31T12:31:22","modified_gmt":"2023-07-31T12:31:22","slug":"how-does-ansys-calculate-the-shear-correction-factor-for-beam188-9-elements","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/knowledge\/forums\/topic\/how-does-ansys-calculate-the-shear-correction-factor-for-beam188-9-elements\/","title":{"rendered":"How does ANSYS calculate the shear correction factor for BEAM188\/9 elements?"},"content":{"rendered":"<p>Formulas for shear correction factor are found in the following references: \u00e2\u20ac\u201c Schramm, U., Kitis, L., Kang, W., and Pilkey, W.D., &#8220;On the Shear Deformation Coefficient in Beam Theory&#8221;, Finite Elem in Analysis and Design, Vol. 16, 1994 \u00e2\u20ac\u201c Walter Pilkey, Formulas for Stress, Strain and structural matrices, John Wiley, 1994  ANSYS determines the shear flow, and then equates the energy calculated in terms of forces-section strains to shear-stresses and shear strains.   BEAM188\/BEAM189 do not use higher order theories to account for variation in distribution of shear stresses. Use ANSYS solid elements if such effects must be considered.  If users want a different calculation, they can use SECCONTROLS to overwrite program calculated values.<\/p>\n","protected":false},"template":"","class_list":["post-165493","topic","type-topic","status-publish","hentry","topic-tag-4653","topic-tag-beam-and-shell","topic-tag-beams-and-shells","topic-tag-mechanical-apdl-f-ansys","topic-tag-modeling-and-meshing","topic-tag-structural-mechanics"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_wp_page_template":["default"],"_bbp_last_active_time":["3\/15\/2023 20:20"],"_bbp_forum_id":["27793"],"_bbp_author_ip":["23.56.168.180"],"_btv_view_count":["2011"],"siebel_km_number":["680015"],"product_version":["11"],"km_published_date":["2007-11-09T00:00:00.000Z"],"family":["Structural Mechanics"],"application_name":["Mechanical APDL (f. ANSYS)"]},"test":"articlesansys-com"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/topics\/165493","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\/165493\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/media?parent=165493"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}