Reference problem
=====================


Geometry
---------

X

.. image:: images/10032A4E000030FD00001B2F961B955D88289219.svg
    :width: 562
    :height: 300


.. _RefImage_10032A4E000030FD00001B2F961B955D88289219.svg:


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


+----------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------------+
|Nonlinear Elasticity (Von Mises Isotropic) :math:`E=205000\mathrm{Mpa}` :math:`\nu =0.3`|                                                                                                                          |
+                                                                                        + .. image:: images/1000000000000616000005C0E8D0EC35BD06ACFB.png                                                           +
|                                                                                        |    :width: 3.3866in                                                                                                      |
+                                                                                        +    :height: 3.2in                                                                                                        +
|                                                                                        |                                                                                                                          |
+                                                                                        +                                                                                                                          +
|                                                                                        |                                                                                                                          |
+----------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------------+



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

For reasons of symmetry we model :math:`1/4` of the structure, (half of the upper part).


.. csv-table::

    "* Displacements imposed on a line parallel to the :math:`Z` axis and passing through the point :math:`B`:", ":math:`{u}_{y}` ", "=", "—1."
    "* Symmetry plane :math:`y=0`:", ":math:`{u}_{y}` "," ", "", "0."
    "* Symmetry plane :math:`z=0`:", ":math:`{u}_{z}` "," ", "", "0."
    "* Point :math:`O` stuck:", ":math:`{u}_{x}={u}_{y}={u}_{z}` "," ", "", "0."