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Contact X Buckle Analysis 1

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Nicolau

Structural
Joined
Nov 25, 2008
Messages
5
Location
BR
Hi to all,

is it possible to make contact in a buckle analysis?

regards

Nicolau
 
A buckling analysis only calculates mode shapes and as such the displacements have no real meaning to enable contact. You'd have to do an analysis with a local imperfection and increasing loads to determine the buckling load and to have contact in any real sense.

corus
 
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