jczarne
Bioengineer
- Aug 7, 2007
- 10
Hi,
Scenario:
I have a rectangular bone plate bar in which half of it is fixed and I want to see the torsion stress as the bar is twisted
I am applying a moment to the plate (6x2x1) at the 2in end at one of the ends(the midpoint of the 2in side).
It is giving me an error of ErrNodeBCInactiveDof. I am not sure if I am doing this correct and I would love any advice.
Thanks,
Jerry
Scenario:
I have a rectangular bone plate bar in which half of it is fixed and I want to see the torsion stress as the bar is twisted
I am applying a moment to the plate (6x2x1) at the 2in end at one of the ends(the midpoint of the 2in side).
It is giving me an error of ErrNodeBCInactiveDof. I am not sure if I am doing this correct and I would love any advice.
Thanks,
Jerry