FC2008
Mechanical
- Aug 4, 2008
- 106
Hi,
I am getting some funny results when using thermal condition.
I just put a uniform temperature on, not higher than 225degC (437degF) and run a Static Structural analysis to look at the von mises equvalent stresses.
I have one fixed constraint, and no other forces/moments.
The material is the default Structural Steel.
What puzzles me is the fact that the Von Mises stresses go way above the materials yield. And it is not only a notch stress, it is pretty well distributed.
By the way, I am using workbench V.11.
Can someone tell me what I am doing wrong? Thank you.
I am getting some funny results when using thermal condition.
I just put a uniform temperature on, not higher than 225degC (437degF) and run a Static Structural analysis to look at the von mises equvalent stresses.
I have one fixed constraint, and no other forces/moments.
The material is the default Structural Steel.
What puzzles me is the fact that the Von Mises stresses go way above the materials yield. And it is not only a notch stress, it is pretty well distributed.
By the way, I am using workbench V.11.
Can someone tell me what I am doing wrong? Thank you.