Ingeniosus
Structural
- Jul 23, 2011
- 42
Hi everyone!
I'm trying to model a reinforced concrete slab with the smeared cracking model; unfortunately it doesn't converge and i don't know why, i tryed to make some change in the input values but it doesn't run better.
I?m doing a thermal analysis before and then a Static analysis with material properties function of the temperature. The error is:
Time increment required is less than the minimum specified
Where am I wrong?
Also I can't find a way to model the TENSION STIFFENING with stress-strain relation; anyone knows how to do it?
Thank you in advance, regards
I'm trying to model a reinforced concrete slab with the smeared cracking model; unfortunately it doesn't converge and i don't know why, i tryed to make some change in the input values but it doesn't run better.
I?m doing a thermal analysis before and then a Static analysis with material properties function of the temperature. The error is:
Time increment required is less than the minimum specified
Where am I wrong?
Also I can't find a way to model the TENSION STIFFENING with stress-strain relation; anyone knows how to do it?
Thank you in advance, regards