I would like to know if anyone has already encountered limitations as the complexity of the flexible bodies increase as well as the number of fixed/bushing connections between them.
While working in a non conventional project, we are trying to do a load cascading with multiple complex flexible bodies with more than 10 connection points between some of them. There is not any rigid part in between them.
Is there any general known limitation or rule in order not to fail into wrong loads?
We have experience with these activities before with successfull results, but we are wondering in the increase of connection points could be an issue for the load cascading.
The method explained in the article has been tested in a few models and by some customers where we have seen shorter run times,
Those nodes (where you connect to other parts) are called interface or attachment nodes. Do you constrain all 6 DOF's on all of those nodes on the Adams side?
The method explained in the article has been tested in a few models and by some customers where we have seen shorter run times,
Those nodes (where you connect to other parts) are called interface or attachment nodes. Do you constrain all 6 DOF's on all of those nodes on the Adams side?