aslfd
Materials
- Feb 5, 2015
- 20
Hello,
I m analyzing the rapid cooling (about 700C°C/s) of steel plate (thickness 1mm) in Abaqus/Standard.
I have same convergence problem like :
***ISOTROPIC HARDENING PLASTICITY DID NOT CONVERGE FOR ELEMENT PLATE-1
***THE SYSTEM MATRIX HAS 6 NEGATIVE EIGENVALUES
I tried
[ul]
[li]- reduce the size of mesh[/li]
[li]- use automatic stabilization (damping factory)[/li]
[li]- dashpots[/li]
[/ul]
but i can't have total convergence. What else can I try to eliminate convergences problems?
I m analyzing the rapid cooling (about 700C°C/s) of steel plate (thickness 1mm) in Abaqus/Standard.
I have same convergence problem like :
***ISOTROPIC HARDENING PLASTICITY DID NOT CONVERGE FOR ELEMENT PLATE-1
***THE SYSTEM MATRIX HAS 6 NEGATIVE EIGENVALUES
I tried
[ul]
[li]- reduce the size of mesh[/li]
[li]- use automatic stabilization (damping factory)[/li]
[li]- dashpots[/li]
[/ul]
but i can't have total convergence. What else can I try to eliminate convergences problems?