C modeling ============== In this modeling, the classical finite element method is used, the crack is meshed. Characteristics of modeling ------------------------ We use the 3D modeling of the THERMIQUE phenomenon. Characteristics of the mesh ---------------------------- The structure is modelled by a :math:`\mathrm{3D}` mesh composed of :math:`25088` HEXA8. .. image:: images/10000000000002F6000002E8EAB9494A480AC833.png :width: 3.9366in :height: 3.8626in .. _RefImage_10000000000002F6000002E8EAB9494A480AC833.png: Figure 5.2-1: C mesh 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{+}}(\pi \mathrm{/}4)` and :math:`{P}^{\text{-}}(\pi \mathrm{/}4)` (see Figure) .. csv-table:: "**Identification**", "**Reference type**", "**Reference value**", "**Tolerance**" "Point :math:`{P}^{\text{+}}(\pi \mathrm{/}4)` - :math:`\mathit{TEMP}` ", "'AUTRE_ASTER'", ":math:`\mathrm{23,559884847913}°C` ", "1. %" "Point :math:`{P}^{\text{-}}(\pi \mathrm{/}4)` - :math:`\mathit{TEMP}` ", "'AUTRE_ASTER'", ":math:`\mathrm{15,592470476233}°C` ", "1. %"