Description
===========


Geometry
---------

The study model is a square plate with side :math:`c\mathrm{=}\mathrm{1m}` and thickness :math:`\mathit{ep}\mathrm{=}\mathrm{0.05m}`.


.. image:: images/10000201000002AB00000202745849D5D71BD1B2.png
    :width: 3.9366in
    :height: 2.9571in


.. _RefImage_10000201000002AB00000202745849D5D71BD1B2.png:


Material properties
------------------------

The properties of steel for the plate are given in the following table.


.. csv-table::

    "**Material**", "**Steel**"
    "**Young Module**", ":math:`2\mathrm{\times }{10}^{11}\mathit{Pa}`"
    "**Fish Coefficient**", ":math:`0.2`"
    "**Density**", ":math:`7800\mathit{kg}\mathrm{/}{m}^{3}`"



Boundary conditions and loads
-------------------------------------


Boundary conditions
~~~~~~~~~~~~~~~~~~~~~~~~~

The side defined by segment :math:`\mathit{AB}` of the plate is locked at 0 for components :math:`\mathit{DX}`, :math:`\mathit{DZ}` and :math:`\mathit{DRY}`, in addition, component :math:`\mathit{DY}` is locked at :math:`A`.


Loading:
~~~~~~~~~~~~~

The loading consists in applying a linear force according to :math:`Z` on the two points :math:`C` and :math:`D`, going from :math:`0` to :math:`50000N\mathrm{/}m` in one step (1.0 s).