Reference problem ===================== Geometry --------- Geometry is a cracked plate of which only the upper part is modelled. Material properties ---------------------- The massif consists of a linear isotropic elastic material: * Isotropic elasticity Young's modulus: :math:`E=200000\mathrm{Pa}` * Poisson's ratio: :math:`\nu =\mathrm{0,3}` Boundary conditions and loads ------------------------------------- Unitary pressure is imposed on the top of the plate. For reasons of symmetry, the ligament of the crack is blocked along axis :math:`Y` and the node at the end of the ligament is blocked along axis :math:`X`.