B modeling
==============


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

Bar: PHENOMENE: 'MECANIQUE'

MODELISATION: 'D_ PLAN'


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


.. csv-table::

    "Number of knots: 36", ""
    "Number of meshes and types:", "30 QUA4"
    "", "12 SEG2 (faces of QUA4)"



.. image:: images/10000000000003B4000001E635CD1CFD64A369EC.png
    :width: 6.8209in
    :height: 3.3752in


.. _RefImage_10000000000003B4000001E635CD1CFD64A369EC.png:


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

The values of the displacement are tested in :math:`x` at the nodes 32, 14 and 3 (see meshing). For node 32, the maximum and the return to rest are tested. For nodes 14 and 3, the maximum is tested.

**Note:**

*Node 3 is on the face with imposed displacement. So we have exactly the excitation values at this point.*


* DYNA_VIBRA:


.. csv-table::

    "**Node**", "**Instant** :math:`(s)` ", "**Results of**
    **reference** **(** **moving in** :math:`m` **)**"
    "N32", "5.09500E-01", "1.00000E-03"
    "", "1.20000E+00", "0."
    "N14", "5.09500E-01", "1.00000E-03"
    "N3", "5.00000E-01", "1.00000E-03"



* DYNA_NON_LINE:


.. csv-table::

    "**Node**", "**Instant** :math:`(s)` ", "**Results of**
    **reference** **(** **moving in** :math:`m` **)**"
    "N32", "5.09500E-01", "9.99867E-04"
    "", "1.20000E+00", "0."
    "N14", "5.09500E-01", "9.99867E-04"
    "N3", "5.00000E-01", "1.00000E-03"



.. csv-table::

    "**Identification**", "**Reference Value**", "**Reference Type**", "**Tolerance**"
    "Field MATE_ELGA, M16 mesh, Point 1, Comp. E", "3.6E+10", "'ANALYTIQUE'", "0.1%"
    "Field MATE_ELEM, M21 mesh, Comp. NAKED", "0.2", "'ANALYTIQUE'", "0.1%"
    "Field MATE_ELGA, M46 mesh, Point 1, Comp. E", "3.6E+10", "'ANALYTIQUE'", "0.1%"
    "Field MATE_ELEM, M46 mesh, Comp. NAKED", "0.2", "'ANALYTIQUE'", "0.1%"