{"id":356032,"date":"2024-03-08T05:52:38","date_gmt":"2024-03-08T05:52:38","guid":{"rendered":"\/forum\/forums\/topic\/la-dyna-beam\/"},"modified":"2024-03-10T20:15:58","modified_gmt":"2024-03-10T20:15:58","slug":"la-dyna-beam","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/la-dyna-beam\/","title":{"rendered":"Ls-dyna Beam elements contact"},"content":{"rendered":"<p>Hello,&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>1-what is the contact to tie beam to beam in Ls-Dyna. Does the contact consider the beam section or only the nodes?&nbsp;<\/p>\n<p>2-Also, what would be the difference in case of discrete beam.<\/p>\n<p>3- I want to use Constrained_generalized_weld_spot as unbreakable. should I defined the forces to be very high or keep them blank?. Can it be used in beam to beam and beam to shell cases?, Does the contact consider the beam and shell sections or only the nodes?<\/p>\n<p>&nbsp;<\/p>\n<p>thanks&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-356032","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=\"Hello, 1-what is the contact to tie beam to beam in Ls-Dyna. Does the contact consider the beam section or only the nodes? 2-Also, what would be the difference in case of discrete beam.3- I want to use Constrained_generalized_weld_spot as unbreakable. should I defined the forces to be very high or keep them blank?. 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