Hello everybody.
Can anyone please help me to resolve the following problem?
I am trying to obtain the structural response of a reinforced concrete column subjected to a blast load by performing a dynamic analysis in Abaqus/Explicit. Since the blast is a dynamic event that occurs in a very short time, the materials characteristics (stress values) should be modified with respect to the strain rate effect.
Can anyone give me some suggestions regarding the input for the Concrete material when using the Concrete Damage Plasticity option?
I have tried to change the stress values as the strain rate increases as shown in attached picture, but then I receive the following error: “DURING THE CONVERSION FROM CRACKING TO PLASTIC STRAIN Abaqus FOUND NEGATIVE AND/OR DECREASING VALUES OF PLASTIC STRAIN. VERIFY THAT THE DEGRADATION DATA UNDER *CONCRETE TENSION DAMAGE IS CORRECT”
Since the plastic strain seems to be evaluated in a wrong manner when using this approach, can anyone suggest me the right way to account for the strain rate effect when using CDP option for concrete?
Thank you.