Does anyone know why the output resultant forces at midside nodes would be much lower than those at the corner nodes when applying a smooth displacement condition along a model boundary?
Cheers.
Dear All,
I'm trying to apply a displacement boundary condition to a static structural model. It's taken from medical images and it can't be approximated by a simple function.
I have a file with all the node numbers and the displacements (generated externally) I want to apply to them and was...