Hi
You can decrease the tensile damage such as 0.95 or 0.90
regards,
bupa
Mukesh-4 wrote:
Hi!
I would really appreciate if any one can help me how to input data for
concrete tension damage.
I am using
Damage Cracking
parameter strain
0 0
0.995 0.0015
but i am getting an error message that during the converstion from
cracking to plastic strain abaqus found negative and/or decresing
values of plastic strain.
Thanks, a ton..
Mukesh
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