Hi friends,
can you help me in modellingComposite Column using steel and Concrete.
I am using Concrete Damage Plasticity material model for concrete.
I collected parameters from literatures and i tried to implement it into abaqus.
But I am not able to solve this problem.
Abaqus ends the problem with error
Thanks in advance
R.Velmurugan
Hi friends,
Can you explain Baushinger effect?
how it is related with KINEMATIC HARDENING?
Thank you
Hi friends,
I am studying about cyclic behaviour of steel-concrete composite column. When i am giving material properties of steel, i have doubt about Isotrophic Hardening and Kinematic Hardening, which one i have to use to get cyclic behaviour of column.
Thank You
R.Velmurugan
Hi all,
i am doing buckling analysis in Abaqus. While crearting a new step, i dont have clear idea about the terms below
No of eigenvalues requeted:
Maximum eigenvalue of interest:
Vectors used per iteration:
Maximum no of iterations:
I want suggestion from you.
Thank You in advance