Apr 17, 2008 #1 dkeatley Geotechnical Joined Oct 25, 2007 Messages 13 Location US Can the eigenvalue buckling analysis determine whether the load applied will cause the model to buckle?
Can the eigenvalue buckling analysis determine whether the load applied will cause the model to buckle?
Apr 17, 2008 1 #2 bassmanjax Mechanical Joined Aug 1, 2005 Messages 336 Location GB Well, yes. If the load applied is equal to the buckling mode, then you'd get an eigenvalue of ~1. Martin Stokes CEng MIMechE Upvote 0 Downvote
Well, yes. If the load applied is equal to the buckling mode, then you'd get an eigenvalue of ~1. Martin Stokes CEng MIMechE
Apr 17, 2008 #3 bassmanjax Mechanical Joined Aug 1, 2005 Messages 336 Location GB *EDIT* I meant buckling LOAD not MODE .... Martin Stokes CEng MIMechE Upvote 0 Downvote
Apr 17, 2008 Thread starter #4 dkeatley Geotechnical Joined Oct 25, 2007 Messages 13 Location US So eigenvalues less than 1 would suggest buckling? Upvote 0 Downvote
Apr 17, 2008 1 #5 MrMyers Mechanical Joined May 27, 2007 Messages 70 Location AU yes, the alternative is to put a unit load as the applied load and your first eigenvalue is now your buckling load. Upvote 0 Downvote
yes, the alternative is to put a unit load as the applied load and your first eigenvalue is now your buckling load.
Apr 18, 2008 #6 bassmanjax Mechanical Joined Aug 1, 2005 Messages 336 Location GB Agree with MrMyers - that's exactly how I would normally do an eigenvalue buckling analysis. Regards Martin Stokes CEng MIMechE Upvote 0 Downvote
Agree with MrMyers - that's exactly how I would normally do an eigenvalue buckling analysis. Regards Martin Stokes CEng MIMechE