Worldtraveller
Aerospace
- Sep 25, 2013
- 82
I'm trying to model a frame (see image) with an applied torque, and a set rotational displacement.
The plate is fixed the upper right/lower left corners (UR LL) and the load is applied through a RBE2 at the center of the plate.
It works fine with torque only, but the solver crashes when I try to combine it with enforced rotation. Can the RBE2 not be used in this situation? And what would you recommend for applying this kind of load to simulate an enforced displacement? (The frame has a shaft attached to it that is subject to torque loads, and we want to verify that the frame is ok for some given misalignment (represented by the forced displacement angle).
The plate is fixed the upper right/lower left corners (UR LL) and the load is applied through a RBE2 at the center of the plate.
It works fine with torque only, but the solver crashes when I try to combine it with enforced rotation. Can the RBE2 not be used in this situation? And what would you recommend for applying this kind of load to simulate an enforced displacement? (The frame has a shaft attached to it that is subject to torque loads, and we want to verify that the frame is ok for some given misalignment (represented by the forced displacement angle).