Doodler3D
Mechanical
- Jan 20, 2020
- 188
HI,
I'm setting up a simulation of a steel grate inside a cyclone. The steel grate is a structural member for an internal funnel and is stiffened on its lower end.The sheet is held between two flanges. What would be the best way to model this to maintain equivalent stiffness and avoid contact problems? As of now, the problem throws up contact errors and does not converge. Additionally, I ran a modal analysis to ensure all bonded contacts were correct.
Thank you
Cross Section
I'm setting up a simulation of a steel grate inside a cyclone. The steel grate is a structural member for an internal funnel and is stiffened on its lower end.The sheet is held between two flanges. What would be the best way to model this to maintain equivalent stiffness and avoid contact problems? As of now, the problem throws up contact errors and does not converge. Additionally, I ran a modal analysis to ensure all bonded contacts were correct.
Thank you
Cross Section