{"id":40667,"date":"2020-02-05T03:17:44","date_gmt":"2020-02-05T03:17:44","guid":{"rendered":"\/forum\/forums\/topic\/buckling-in-static-structural\/"},"modified":"2020-02-05T03:17:44","modified_gmt":"2020-02-05T03:17:44","slug":"buckling-in-static-structural","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-in-static-structural\/","title":{"rendered":"Buckling in Static Structural"},"content":{"rendered":"<p>Can buckling appear in Static Structural analysis ? For example, if I have a column under vertical loading, if the critical load goes beyond the Euler critical buckling load, does the column buckle if we are ONLY in the Static Structural modulus of workbench, or it is necessary to use the Eigenvalue Buckling analysis as well ? I am asking this question, because I would like to know the deformation mechanism in more complex structures. For example, in an open cellular structure, (image attached) under vertical loading, can we differentiate&nbsp;which part of deformation in an strut was due to buckling and which part due to bending ?<\/p>\n<p><\/p>\n<p>&nbsp;&nbsp;&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-40667","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Can buckling appear in Static Structural analysis ? For example, if I have a column under vertical loading, if the critical load goes beyond the Euler critical buckling load, does the column buckle if we are ONLY in the Static Structural modulus of workbench, or it is necessary to use the Eigenvalue Buckling analysis as\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-in-static-structural\/\" \/>\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=\"Buckling in Static Structural | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Can buckling appear in Static Structural analysis ? For example, if I have a column under vertical loading, if the critical load goes beyond the Euler critical buckling load, does the column buckle if we are ONLY in the Static Structural modulus of workbench, or it is necessary to use the Eigenvalue Buckling analysis as\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/buckling-in-static-structural\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2020-02-05T03:17:44+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2020-02-05T03:17:44+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Buckling in Static Structural | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"Can buckling appear in Static Structural analysis ? 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