{"id":276126,"date":"2023-03-23T11:58:49","date_gmt":"2023-03-23T11:58:49","guid":{"rendered":"\/forum\/forums\/topic\/influence-of-cracks-on-buckling-behaviour-of-bamboo\/"},"modified":"2023-03-23T11:58:49","modified_gmt":"2023-03-23T11:58:49","slug":"influence-of-cracks-on-buckling-behaviour-of-bamboo","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/influence-of-cracks-on-buckling-behaviour-of-bamboo\/","title":{"rendered":"Influence of cracks on Buckling behaviour of Bamboo"},"content":{"rendered":"<p>Hi Everyone,&nbsp;<\/p>\n<p>I need to investigate the influence of cracks on the buckling behavior of a bamboo model. For that, I generated a pre-damage bamboo model in three ways; a Semi-elliptical crack, Arbitrary Crack, and a manual crack by creating a void into the model through SpaceClaim.<\/p>\n<p>I can&#8217;t carry out buckling analysis in the presence of a Semi-elliptical crack and an Arbitrary crack because Ansys doesn&#8217;t support the buckling analysis with a fracture folder in it. While generating manual crack, the model which was generated with different parts was converted into one solid body. I am stuck and couldn&#8217;t really decide what would be best fit for me to carry out the influence of crack on the buckling behavior of bamboo culm.&nbsp;<\/p>\n<p>Any help regarding this would be highly appreciated.&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>Best Regards,<\/p>\n<p>Divya Giri<\/p>\n","protected":false},"template":"","class_list":["post-276126","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=\"Hi Everyone, I need to investigate the influence of cracks on the buckling behavior of a bamboo model. 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