Vitkacy1989
Structural
- Dec 8, 2012
- 54
Hi Folks,
I have a question on MASS21 keyoption (3).
We can decide whether or not our mass element should include rotary inertia.
So far I always thought that rotaty inertia is always a-must since it lets knows the Solver how unmodelled part behaves under certain acceleration.
My question is, could you shortly explain when mass without rotary inertia is useful?
I have a question on MASS21 keyoption (3).
We can decide whether or not our mass element should include rotary inertia.
So far I always thought that rotaty inertia is always a-must since it lets knows the Solver how unmodelled part behaves under certain acceleration.
My question is, could you shortly explain when mass without rotary inertia is useful?