Modeling A
==============


Characteristics of modeling
-----------------------------------

C- PLAN, TRI6 and QUAD8 meshes


.. image:: images/10000000000002DA0000013FAC1F66088F3E28D4.png
    :width: 5.252in
    :height: 2.2154in


.. _RefImage_10000000000002DA0000013FAC1F66088F3E28D4.png:

Point :math:`E` = middle of :math:`\mathit{AB}` point :math:`F` = middle of :math:`\mathit{CD}`

Node name:

.. csv-table::

    "Point :math:`A\mathrm{=}\mathit{N1}` ", "Point :math:`D\mathrm{=}\mathit{N403}`"
    "Point :math:`B\mathrm{=}\mathit{N455}` ", "Point :math:`E\mathrm{=}\mathit{N201}`"
    "Point :math:`C\mathrm{=}\mathit{N756}` ", "Point :math:`F\mathrm{=}\mathit{N352}`"



Characteristics of the mesh
----------------------------

Number of knots: 905

Number of meshes and types: 100 QUAD8, 200 TRIA6, 200, 208 SEG3


Tested values
---------------


.. csv-table::

    "**Location**", "**Value type**", "**Reference**", "**% difference**"
    "Points :math:`B`, :math:`C` "," :math:`{v}_{L}` (:math:`m`)", "0.129", "0.4"
    "Point :math:`A` "," :math:`{\sigma }_{\mathit{xx}}` (:math:`\mathit{Pa}`)", "2,04E+8", "2.3"
    "Point :math:`E` "," :math:`{\sigma }_{\mathit{xx}}` (:math:`\mathit{Pa}`)", "1.02E+8", "0.5"



notes
---------

The difference with the analytical solution, such as a beam or slender plate, is due to the modeling used: the dimensions of the structure, which is very slender, do not in fact make it possible to respect the plane stress conditions.