FEA way
Mechanical
- Nov 13, 2018
- 5,129
Hi,
recently in Abaqus I've seen something that people interested in FEA will probably find very unusual. There are two YouTube videos where structural mechanics model is solved in Abaqus without any constraints. There are no BCs, inertia relief nor other methods restricting Rigid Body Modes in these simulations.
Here are these two videos:
In both cases loads are self-equilibraiting (stable models) but in any other CAE program I know about such models would require constraints anyway.
I performed these simulations to make sure it really works and found out that it's true.
Does anyone have an idea how it is possible that such simulations run in Abaqus ? What is different in Abaqus solver that it obeys unwritten rules of FEA.
recently in Abaqus I've seen something that people interested in FEA will probably find very unusual. There are two YouTube videos where structural mechanics model is solved in Abaqus without any constraints. There are no BCs, inertia relief nor other methods restricting Rigid Body Modes in these simulations.
Here are these two videos:
In both cases loads are self-equilibraiting (stable models) but in any other CAE program I know about such models would require constraints anyway.
I performed these simulations to make sure it really works and found out that it's true.
Does anyone have an idea how it is possible that such simulations run in Abaqus ? What is different in Abaqus solver that it obeys unwritten rules of FEA.