5. C modeling#

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

5.1. Characteristics of modeling#

We use the 3D modeling of the THERMIQUE phenomenon.

5.2. Characteristics of the mesh#

The structure is modelled by a \(\mathrm{3D}\) mesh composed of \(25088\) HEXA8.

_images/10000000000002F6000002E8EAB9494A480AC833.png

Figure 5.2-1: C mesh

5.3. Tested sizes and results#

We test the temperature at the end of the last time step (\(t=1\text{.}s\)) at nodes \({P}^{\text{+}}(\pi \mathrm{/}4)\) and \({P}^{\text{-}}(\pi \mathrm{/}4)\) (see Figure)

Identification

Reference type

Reference value

Tolerance

Point \({P}^{\text{+}}(\pi \mathrm{/}4)\) - \(\mathit{TEMP}\)

“AUTRE_ASTER”

\(\mathrm{23,559884847913}°C\)

  1. %

Point \({P}^{\text{-}}(\pi \mathrm{/}4)\) - \(\mathit{TEMP}\)

“AUTRE_ASTER”

\(\mathrm{15,592470476233}°C\)

  1. %