A bar of length , depth and width , fixed at one side in the same way as in the benchmark UP1 (transverse deformation is not resctricted) and axially loaded on the other side by pressure .
Four materials were tested:
- Anisotropic Gent
Boundary conditions at :
Deflection is given by formula:
In ANSYS the problem is solved using HYPER58 elements. In femCalc the same number of BRICK60 elements was used.
|Material||Theory||ANSYS (HYPER58)||femCalc (BRICK60)|