Hi,
If you are doing an non-linear analysis, dividing by original length will not be correct. I assume you have put NLGEOM on since you get logarithmic strain (LE).
Hi,
Thank you for the reply. If I understood you correct, although I applied equal displacements to each node, reaction forces calculated by ABAQUS consider different displacements at nodes. I am sorry if this is a dumb question. Does not ABAQUS calculate reaction forces by multiplying the...
Dear all,
I have a very basic problem regarding how abaqus calculate reaction forces of nodes with displacement boundary conditions. I am analysing a vertical anchor plate buried in sand. The anchor is given a 0.01 displacement. Reaction forces I get after geostatic step and load step are as...
Dear all,
I have a very basic problem regarding how abaqus calculate reaction forces of nodes with displacement boundary conditions. I am analysing a vertical anchor plate buried in sand. The anchor is given a 0.01 displacement. Reaction forces I get after geostatic step and load step is as...
