4. B modeling#

4.1. Characteristics of modeling#

The mesh is done using TRIA6 of the D_ PLAN_HM_P modeling.

_images/Object_36.png
The coordinates of the points are given in the following table:

Point

\(A\)

\(B\)

\(C\)

\(D\)

\(P\)

Abscissa (\(m\))

0.7071

0.7071

4.2426

3.5355

0

1.9743

Ordered (\(m\))

0

3,5355

3,5355

4,2426

0,7071

1,9743

4.2. Characteristics of the mesh#

Number of knots: 153

Number of meshes and types: 62 meshes TRIA6

4.3. Tested sizes and results#

  • Before remeshing

Point

Component

Reference

Code_Aster

\(\text{\%}\) difference

\(P\)

DX

2.584E-04

2.5849E-04

0.035

\(P\)

DY

2,584E-04.

2.5849E-04

0.035

\(P\)

PRE1

0.008

We also test the computer non-regression of the global components ESTERG1 and ESTERG2 of the error indicator. Absolute tolerance is therefore severe: \({10}^{-13}\).

Point

Component

Code_Aster

Tolerance

\(P\)

Value of ESTERG1

4.41E-13

\({10}^{-13}\)

\(P\)

Value of ESTERG2

4.89E-13

\({10}^{-13}\)

  • After remeshing

Point

Component

Reference

Code_Aster

\(\text{\%}\) difference

\(P\)

DX

2.584E-04

2.5849E-04

0.035

\(P\)

DY

2,584E-04.

2.5849E-04

0.035

\(P\)

PRE1

0.008

We also test the computer non-regression of the global components ESTERG1 and ESTERG2 of the error indicator. Absolute tolerance is therefore severe: \({10}^{-13}\).

Point

Component

Code_Aster

Tolerance

\(P\)

Value of ESTERG1

2,73E-14

\({10}^{-13}\)

\(P\)

Value of ESTERG2

7.54E-17

\({10}^{-13}\)