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


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

Bar: PHENOMENE: 'MECANIQUE'

MODELISATION: '3D'


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


.. csv-table::

    "Number of knots: 45", ""
    "Number of meshes and types:", "16 HEXA8"
    "", "8 QUA4 (faces of HEXA8)"



.. image:: images/1000000000000386000002818974DCB599E5E236.png
    :width: 4.4075in
    :height: 3.0228in


.. _RefImage_1000000000000386000002818974DCB599E5E236.png:


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

The values of the displacement are tested in :math:`x` at the nodes 16, 18 and 43 (see meshing). For node 16, the maximum and the return to rest are tested. For nodes 18 and 43, the maximum is tested.


* DYNA_VIBRA:


.. csv-table::

    "**Node**", "**Instant** :math:`(s)` ", "**Results of**
    **reference** **(** **moving in** :math:`m` **)**"
    "N16", "5.39500E-01", "1.00000E-03"
    "", "1.20000E+00", "0."
    "N18", "5.40000E-01", "1.00000E-03"
    "N43", "5.00000E-01", "1.00000E-03"



* DYNA_NON_LINE:


.. csv-table::

    "**Node**", "**Instant** :math:`(s)` ", "**Results of**
    **reference** **(** **moving in** :math:`m` **)**"
    "N16", "5.40000E-01", "9.92640E-04"
    "", "1.20000E+00", "0."
    "N18", "5.40000E-01", "9.92182E-04"
    "N43", "5.00000E-01", "1.00000E-03"



.. csv-table::

    "**Identification**", "**Reference Value**", "**Reference Type**", "**Tolerance**"
    "Field MATE_ELGA, Mesh M21, Point 1, Comp. E", "3.6E+10", "'ANALYTIQUE'", "0.1%"
    "Field MATE_ELEM, M21 mesh, Comp. NAKED", "0.2", "'ANALYTIQUE'", "0.1%"