Hello, Abaqus users
I am doing a simulation of composite stub columns. The column is a bit complicated and consisted of two different types of steel with filling concrete.
Actually, this is my first project with abaqus and with FA. So maybe someone has faced the same problem that I am facing.
As shown in the resulting load-axial displacement curve, and for all specimens, there is a difference in the curve slope in the elastic region.
also the simulation curve should decrease after the peak load as it is in the experimental curve.
I appreciate your time and help
Best Regards,
Faisl
I am doing a simulation of composite stub columns. The column is a bit complicated and consisted of two different types of steel with filling concrete.
Actually, this is my first project with abaqus and with FA. So maybe someone has faced the same problem that I am facing.
As shown in the resulting load-axial displacement curve, and for all specimens, there is a difference in the curve slope in the elastic region.
also the simulation curve should decrease after the peak load as it is in the experimental curve.
I appreciate your time and help
Best Regards,
Faisl
