4. B modeling#

4.1. Characteristics of modeling#

It is a modeling in plane deformations (D_ PLAN). The master and slave surfaces are not compliant.

Young’s modulus \({E}_{1}\mathrm{=}{E}_{2}\) and Poisson’s coefficients \({\nu }_{1}\mathrm{=}{\nu }_{2}\) are \(1.0E9\mathit{Pa}\) and \(0.2\) respectively. The pressure applied to the edge of the outer ring is \(1.0E7+\mathrm{10E5.cos}(2\theta )(\mathit{Pa})\), \(\theta\) being the polar angle.

The outer ring defines the master surface.

4.2. Characteristics of the mesh#

The mesh (Figure 4.2-1) includes:

  • 480 SEG2 meshes;

  • 2640 QUAD4 meshes.

_images/10000000000002B8000002A0F4509587255710C3.png

Figure 4.2-a : The B modeling mesh

4.3. Tested sizes and results#

Note \(\lambda\) the contact pressure calculated analytically, \(({U}_{x},{U}_{y})\) the displacements calculated analytically.

In the case where the displacements are zero, an absolute tolerance equal to 2% of the value of the maximum radial displacement Urmax=5.5E-03 is defined.

The contact pressure (LAGS_C) and the components of the displacement in the plane (X, Y) (DX, DY) are calculated for the nodes with the following coordinates:

  • N9 (5.98150400239877E-01, 4.70754574367070E-02)

  • N10 (-4.70754574367070E-02, 5.98150400239877E-01)

  • N11 (-5.98150400239877E-01, -4.70754574367070E-02)

  • N12 (4.70754574367070E-02, -5.98150400239877E-01)

  • N303 (3.89668829003112E-01, 4.56243579355747E-01)

  • N371 (-4.562435793579355747E-01, 3.89668829003112E-01)

  • N439 (-3.89668829003112E-01, -4.56243579355747E-01)

  • N507 (4.562435793579355747E-01, -3.89668829003112E-01)

Identification

Reference

Aster

tolerance

LAGS_C at node 9

\(\lambda (x,y)\)

Analytics

2.10-2

DX at node 9

\({U}_{x}(x,y)\)

Analytics

2.10-2

DY at node 9

\({U}_{y}(x,y)\)

Analytics

2.10-2

LAGS_C at node 10

\(\lambda (x,y)\)

Analytics

2.10-2

DX at Node 10

\({U}_{x}(x,y)\)

Analytics

2.10-2

DY at node 10

\({U}_{y}(x,y)\)

Analytics

2.10-2

LAGS_C at node 11

\(\lambda (x,y)\)

Analytics

2.10-2

DX at Node 11

\({U}_{x}(x,y)\)

Analytics

2.10-2

DY at node 11

\({U}_{y}(x,y)\)

Analytics

2.10-2

LAGS_C at node 12

\(\lambda (x,y)\)

Analytics

2.10-2

DX at Node 12

\({U}_{x}(x,y)\)

Analytics

2.10-2

DY at node 12

\({U}_{y}(x,y)\)

Analytics

2.10-2

LAGS_C at node 303

\(\lambda (x,y)\)

Analytics

2.10-2

DX at node 303

\({U}_{x}(x,y)\)

Analytics

2.10-2

DY at node 303

\({U}_{y}(x,y)\)

Analytics

2.10-2

LAGS_C at node 371

\(\lambda (x,y)\)

Analytics

2.10-2

DX at node 371

\({U}_{x}(x,y)\)

Analytics

2.10-2

DY at node 371

\({U}_{y}(x,y)\)

Analytics

2.10-2

LAGS_C at node 439

\(\lambda (x,y)\)

Analytics

2.10-2

DX at node 439

\({U}_{x}(x,y)\)

Analytics

2.10-2

DY at node 439

\({U}_{y}(x,y)\)

Analytics

2.10-2

LAGS_C at node 507

\(\lambda (x,y)\)

Analytics

2.10-2

DX at node 507

\({U}_{x}(x,y)\)

Analytics

2.10-2

DY at node 507

\({U}_{y}(x,y)\)

Analytics

2.10-2

Table 4.3-1