Uday029
Mechanical
- May 30, 2014
- 12
[/indent]I have a complicated FE Model of a box type condenser with large no of DOF for static structural analysis. It has been solved in NX Nastran with all the loads to get the displacements and rotations through out the model.Then, the required portion of the model(design area) has been cut to fecilitate more iterations on small portion of the model and the displacements and rotations at the respective node numbers near the cut have been applied. But with this approach,the stresses are 10 times more than the previous case(where the entire structure has been modeled). However, the displacements along with the behaviour is matching in both cases. The modulus of elasticity also seems to be OK. Where I could have went wrong?