You can either define them as "meshed rigid" contact bodies -There will be no deformations (Infinite Stiffness) & no structural properties required in structural analysis.
Or you can use the geometries for these bodies and define them as "rigid" contact bodies.
You can either define them as "meshed rigid" contact bodies -There will be no deformations (Infinite Stiffness) & no structural properties required in structural analysis.
Or you can use the geometries for these bodies and define them as "rigid" contact bodies.