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


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

The top half of the domain is meshed into 6-node triangular elements. The mesh has 16602 triangles TRIA6 and 223 SEG2.

The size of the central crack, a, is equal to :math:`\mathrm{0,3571}m`. 1 time of :math:`1s` is modelled.


Results
----------

In the figures and respectively, the horizontal displacements DX and the damage criterion (internal variable V1) are plotted at the end of :math:`\mathrm{1s}`.


.. image:: images/10000000000004590000029FC04B9CAE8579E6AA.png
    :width: 6.178in
    :height: 3.5819in


.. _RefImage_10000000000004590000029FC04B9CAE8579E6AA.png:

Figure 3: Horizontal movements :math:`\mathit{DX}`, :math:`t\mathrm{=}\mathrm{1s}`


.. image:: images/10000000000004590000029F3787158878DB3707.png
    :width: 6.1398in
    :height: 3.7016in


.. _RefImage_10000000000004590000029F3787158878DB3707.png:

Figure 4: Damage variable (:math:`\mathit{V1}`), :math:`t\mathrm{=}\mathrm{1s}`

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

The stress intensity value is tested using TEST_FONCTION.


.. csv-table::

    "**Function**", "**Instant**", "**Reference Value**", "**Tolerance (%)**"
    ":math:`\mathit{RKI}\mathrm{=}{K}_{{\mathit{Il}}_{c}}\mathrm{/}{K}_{\mathit{la}}` ", "1", "1", "1", "1.E-2"