Displacement output from buckle step
Displacement output from buckle step
(OP)
I'm doing an eignenvector buckling analysis for a box girder bridge and am using the buckle linear perturbation load. The displacements for the deformations all come out as fractions of the maximum. How do I find the actual displacements?
Thanks.
Thanks.





RE: Displacement output from buckle step
RE: Displacement output from buckle step
I'm trying to verify my model, starting with simple cases such as square plates with a variety of boundary conditions. I have analytical solutions for displacements so I can't see why that information isn't obtainable from Abaqus.
Apologies if I'm missing something obvious.
RE: Displacement output from buckle step
RE: Displacement output from buckle step
corus