Concrete Damaged Plasticity in ABAQUS
Concrete Damaged Plasticity in ABAQUS
(OP)
I am testing a reinforced concrete beam in ABAQUS v6.11. I have used CDP model to define my concrete . I have also defined compression and tension damage parameters. My solution has converged and I got a reasonable load deflection curve. But when I plot the Mises Stress vs LE_max, the plot is not same as the input values given for CDP model. Can anyone please explain the reason for the same? Please its urgent.





RE: Concrete Damaged Plasticity in ABAQUS
RE: Concrete Damaged Plasticity in ABAQUS
Thanks