Reference problem ==== Geometry ---- It is a rectangular plate, with a hole, modeled in :math:`\mathrm{2D}` plane constraints. Only a quarter of the plate is modelled thanks to symmetries. Dimensions are given in millimeters. yyyy yyyy PPPP AAAA BBBB DDDD GGGG GGGG BBBB DDDD L=100 H=150 A=10 FFFF FFFF AAAA xxxx xxxx Boundary conditions and loads ---- **Symmetry conditions:** The plate is stuck following :math:`\mathit{Ox}` along side :math:`\mathrm{AG}` and following :math:`\mathrm{Oy}` along side :math:`\mathrm{BD}`. **Loading under imposed stress:** It is subject to traction :math:`P=100\mathit{MPa}` following :math:`\mathit{Oy}` distributed on the side :math:`\mathrm{FG}`. Material properties ---- The characteristics are: * Young's module :math:`E\mathrm{=}200000\mathit{MPa}` * Poisson's ratio :math:`\nu \mathrm{=}\mathrm{0,3}` * Elastic limit: :math:`200\mathit{MPa}`