{"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":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["274892","99"],"_bbp_author_ip":["96.7.74.173"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["233"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["276126"],"_bbp_forum_id":["27791"],"_bbp_engagement":["99","274892"],"_bbp_voice_count":["2"],"_bbp_reply_count":["1"],"_bbp_last_reply_id":["278040"],"_bbp_last_active_id":["278040"],"_bbp_last_active_time":["2023-04-05 18:46:54"]},"test":"divya-giriuni-weimar-de"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/276126","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/276126\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=276126"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}