edumalta
Mechanical
- Jul 6, 2011
- 17
Good evening fellow colleagues,
I am using a python script to simulate a buckling problem using ABAQUS static/Riks. The problem is that I am getting different results for every time i run the SAME script. Sometimes I get the result I expect and sometimes I get rubbish. I have already looked into the Riks / Arc-Length formulation and I can`t find a random factor that could be causing this variability. I had the same difficulty using ANSYS APDL and I thought it was a bug, then I turned to ABAQUS. Do you have a clue on what is going on?
Thank you
I am using a python script to simulate a buckling problem using ABAQUS static/Riks. The problem is that I am getting different results for every time i run the SAME script. Sometimes I get the result I expect and sometimes I get rubbish. I have already looked into the Riks / Arc-Length formulation and I can`t find a random factor that could be causing this variability. I had the same difficulty using ANSYS APDL and I thought it was a bug, then I turned to ABAQUS. Do you have a clue on what is going on?
Thank you