The material properties of the rebar and concrete are set to be completely elasto-plastic. However, the yield stress is exceeded at the integration point of con
This is a simple Linear elastic umat written in c++.When i try to run a abaqus job for a simple model using the below code, Abaqus give me the following error
I have written a python code for modeling a structure in Abaqus. I have checked it by abaqus cae noGUI=mycode.py in command window (That's how Abaqus is called
I am trying to write a FORTRAN subroutine for ABAQUS that would modify the seepage coefficient and thus the flow depending on whether there is contact on the su