Reference problem ===================== Geometry --------- We consider a plate with a height :math:`5\mathit{cm}` and a length :math:`1m`. In the case of the parametric study, the angle of the applied load will be varied from :math:`0°` to :math:`90°`. .. image:: images/Shape1.gif .. _RefSchema_Shape1.gif: Material properties ---------------------- The material is isotropic elastic whose properties are: * :math:`E\mathrm{=}210000\mathit{MPa}` * :math:`\nu \mathrm{=}0.3` Boundary conditions and loads ------------------------------------- The degrees of freedom DX and DY are blocked at embedding. Pressure :math:`p` applied to the end is :math:`1\mathit{MPa}`. Parametric study ------------------ The advantage of this test is to serve as an example for the distribution of parametric calculations. Refer to the manual [:ref:`U2.08.07 `] for more details and for the launch of this test as a parametric study. When the test case is started, all the data files are not used. Their usefulness is specified here: * distr01a.comm: nominal study command file that will be declined for each set of parameters. * distr01a.com1: additional command file testing the reference value in case :math:`\alpha \mathrm{=}0°`. * distr01a.med: modeling mesh A. * distr01a.50 and distr01a.51: example of defining parameter sets. * distr01a.11: example of post-processing where the results of the various calculation cases are combined to produce a single curve or table. The last three files are not used when starting the standard test case.