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

In this modeling, the classical finite element method is used, the crack is meshed.


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

We use the AXIS model of the THERMIQUE phenomenon.


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

The structure is modelled by a regular :math:`\mathrm{2D}` mesh composed of :math:`100\times 200` QUAD4, respectively along the axes :math:`x` and :math:`y`. The crack is meshed.


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

We test the temperature at the end of the last time step (:math:`t=1\text{.}s`) at nodes :math:`{P}^{\text{+}}(0)` and :math:`{P}^{\text{-}}(0)` (see Figure)


.. csv-table::

    "**Identification**", "**Reference type**", "**Reference value**", "**Tolerance**"
    "Point :math:`{P}^{\text{+}}(0)` - :math:`\mathit{TEMP}` ", "'AUTRE_ASTER'", ":math:`\mathrm{23,559884847913}°C` "," 0.1%"
    "Point :math:`{P}^{\text{-}}(0)` - :math:`\mathit{TEMP}` ", "'AUTRE_ASTER'", ":math:`\mathrm{15,592470476233}°C` "," 0.1%"