TAGGED: apdl, linear-buckling, shell181
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December 2, 2020 at 5:32 pmFlorianHenscheid1Subscriber
Hey Guys i am looking forward to calculate a LBA for cylindrical shells with different boundary conditions (bc1r, bc1f, bc2r and bc2f). The eigenvalues/eigenforms that i get for small shells (Lenght<300mm), however, do not look right and do not really converge. The code is attached as well as a picture of one eigenform.
Thanks
December 2, 2020 at 5:35 pmFlorianHenscheid1SubscribernnDecember 21, 2020 at 9:14 amAshish KhemkaForum ModeratornnPlease see if the following example helps:nnnRegards,nAshish KhemkanViewing 2 reply threads- The topic ‘LBA Cylindrical Shell (Steel) under torsional load’ is closed to new replies.
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