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


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

The reinforced concrete plate uses Q4GG modeling while the cable is in BARRE modeling.


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

The reinforced concrete plate is composed of 72 T3GG elements, while the cable is modeled by 6 BARRE elements.


Tested sizes and results
------------------------------

We test the displacement in the direction :math:`Z` of the summit :math:`{A}_{1}`. A first calculation with DYNA_NON_LINE is instrumentated by a non-regression test, which serves as a reference for the calculation carried out with Europlexus via the CALC_EUROPLEXUS macro command.


.. csv-table::

    "**Identification**", "**Reference type**", "**Reference value**", "**Tolerance**"
    "DYNA_NON_LINE - Point :math:`{A}_{1}` - :math:`\mathit{DZ}` ", "'NON_REGRESSION'", "-4,3214499919696. 10-4", "1.10-6%"
    "CALC_EUROPLEXUS - Point :math:`{A}_{1}` - :math:`\mathit{DZ}` ", "'AUTRE_ASTER'", "-4.3214499919696. 10-4", "0.5%"


Table 3.3-1: Quantities tested