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}`. This plate is off center from :math:`d\mathrm{=}\mathrm{0.05m}`.


.. image:: images/10000000000001D1000000C7144816A2AA7CA7CF.png
    :width: 4.6126in
    :height: 1.7736in


.. _RefImage_10000000000001D1000000C7144816A2AA7CA7CF.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 the segment P1P4 of the plate is locked at 0 for the components :math:`\mathit{DX}`, :math:`\mathit{DZ}` and :math:`\mathit{DRY}`, in addition the component :math:`\mathit{DY}` is blocked in :math:`\mathit{P1}`.


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

Loading consists in applying a linear force along :math:`Z` to the :math:`\mathit{P2P3}` segment, going from :math:`0` to :math:`50000N\mathrm{/}m` in :math:`0.01` seconds and then maintained constant thereafter.