4. B modeling#

4.1. Characteristics of modeling#

The modeling is of the 3D type.

_images/100002010000013B00000146447838F02C053AB7.png

Loading and boundary conditions are modelled by:

FACE_IMPO =( _F (GROUP_MA = 'facexy', DZ= 0. ),

_F (GROUP_MA = “facez”, DY= 0. ), _F (GROUP_MA = “faceyz”, DX= 0.))

The temperature TEMP1, drying SECH1, and hydration fields HYDR1 are applied to the entire model.

4.2. Characteristics of the mesh#

Number of knots:

20

Number of meshes and types:

1 HEXA20

4.3. Tested sizes and results#

For the calculation with STAT_NON_LINE (with COMPORTEMENT), the components of the strain tensor EPSI_NOEU are tested after 3600 days. We also check that the stresses SIEF_NOEU are zero as well as the plastic deformation (EPSP_NOEU).

For the calculation with MECA_STATIQUE, the components of the EPSI_NOEU deformation tensor are tested after 3600 days. We also check that constraints SIGM_NOEU are zero.

Calculation STAT_NON_LINE

Variables

Instant

Reference Type

Reference

Tolerance

\({\mathrm{\epsilon }}_{\mathit{xx}}\)

3600

ANALYTIQUE

6.53 10-4

0.50%

\({\mathrm{\epsilon }}_{\mathit{yy}}\)

3600

ANALYTIQUE

6.53 10-4

0.50%

\({\mathrm{\epsilon }}_{\mathit{xx}}^{p}\)

3600

ANALYTIQUE

1.00E-006

\({\mathrm{\epsilon }}_{\mathit{yy}}^{p}\)

3600

ANALYTIQUE

1.00E-006

\({\mathrm{\sigma }}_{\mathit{xx}}\)

3600

ANALYTIQUE

1.00E-006

\({\mathrm{\sigma }}_{\mathit{yy}}\)

3600

ANALYTIQUE

1.00E-006

Calculation MECA_STATIQUE

Variables

Instant

Reference Type

Reference

Tolerance

\({\mathrm{\epsilon }}_{\mathit{xx}}\)

3600

ANALYTIQUE

6.53 10-4

0.50%

\({\mathrm{\epsilon }}_{\mathit{yy}}\)

3600

ANALYTIQUE

6.53 10-4

0.50%

\({\mathrm{\sigma }}_{\mathit{xx}}\)

3600

ANALYTIQUE

1.00E-006

\({\mathrm{\sigma }}_{\mathit{yy}}\)

3600

ANALYTIQUE

1.00E-006