4. B modeling#

4.1. Characteristics of modeling#

We use a D_ PLAN modeling.

4.2. Characteristics of the mesh#

A convergence study is carried out with the fineness of the mesh from the calculated solution to the analytical solution. A series of meshes obtained by uniform refinement using the MACR_ADAP_MAIL command is used:

  • mesh 0:5 SEG3, 1 QUAD8

  • mesh 1:9 SEG3, 4 QUAD8

  • mesh 2:17 SEG3, 16 QUAD8

  • mesh 3:32 SEG3, 64 QUAD8

  • mesh 4:64 SEG3, 256 QUAD8

The curved master surface is represented by a single SEG3.

4.3. Tested sizes and results#

The convergence speed is tested with the fineness of the mesh from the calculated solution to the analytical solution in standard \({L}_{2}\):

  • the largest real \({\mathrm{\alpha }}_{U}>0\) such as \({\Vert {\underline{U}}^{\text{calc}}-{\underline{U}}^{\text{ref}}\Vert }_{0,\mathrm{\Omega }}<{C}_{U}\times {h}^{{\mathrm{\alpha }}_{U}}\) where \({C}_{U}\) is independent of \(h\) for displacement;

  • the largest real \({\mathrm{\alpha }}_{p}>0\) such as \({\Vert {p}^{\text{calc}}-{p}^{\text{ref}}\Vert }_{0,{\mathrm{\Gamma }}_{C}}<{C}_{p}\times {h}^{{\mathrm{\alpha }}_{p}}\) where \({C}_{p}\) is independent of \(h\) for contact pressure.

The sum of the absolute values of the difference between the calculated solution and the analytical solution for the displacement is also tested.

Identification

Reference type

Reference value

math:

sum ^ {text {nodes} n}} | {underline {U}} | {underline {U}}} _ {text {calc}} - {underline {U}}} _ {text {U}}} _ {text {U}}}} _ {text {n}}} |

“NON_REGRESSION”

6.62799356621E-07

\({\mathrm{\alpha }}_{U}\)

“ANALYTIQUE”

3.0

\({\mathrm{\alpha }}_{p}\)

“ANALYTIQUE”

2.5

\({\mathrm{\alpha }}_{p}\)

“NON_REGRESSION”

2.8035