Summary of results
======================

This test case is carried out on a single mesh in :math:`2D` plane deformation or in :math:`3D`. With the given boundary conditions and loads, the response becomes purely homogeneous. The reference solutions are obtained by carrying out the same calculations in the Z-set finite element calculation code (developed by Mines ParisTech and l'ONERA). There is a good agreement between the calculated results and the reference solutions.