Static riks for buckling analysis
Static riks for buckling analysis
(OP)
Hey,
I'm running som postbuckling analysis of an webframe. I've used static riks and introdused an imperfection. The analysis complete sucsessfully, but my problem is that I don't know how to find the buckling load. I have applied a moment of 1 MNm and want to see what maximal load may be applied. Does anybody know how to find this? And is it possible to plot force-deformation curve in abaqus?
I'm running som postbuckling analysis of an webframe. I've used static riks and introdused an imperfection. The analysis complete sucsessfully, but my problem is that I don't know how to find the buckling load. I have applied a moment of 1 MNm and want to see what maximal load may be applied. Does anybody know how to find this? And is it possible to plot force-deformation curve in abaqus?





RE: Static riks for buckling analysis
Don't forget that the LPF needs to be multiplied by the applied load to get the actual load.
Regards
Martin Stokes CEng MIMechE
RE: Static riks for buckling analysis
RE: Static riks for buckling analysis
Senad
RE: Static riks for buckling analysis
Regards
Martin Stokes CEng MIMechE