midside node reaction forces
midside node reaction forces
(OP)
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.
Cheers.





RE: midside node reaction forces
Could you by a little more specific on your problem discription. Thanks
Grtz
Garry
RE: midside node reaction forces
The model is 2D plane strain and I'm using plane 183 elements with pure displacement.
Cheers,
Steve