4. B modeling#

4.1. Characteristics of modeling#

3D modeling

_images/Object_96.svg

4.2. Characteristics of the mesh#

Number of knots:

8

Number of meshes:

1 of type HEXA 8

6 of type QUAD 4

The following meshes are defined:

\(\text{S\_ARR}\)

\(\mathrm{NO3}\mathrm{NO7}\mathrm{NO8}\mathrm{NO4}\)

\(\text{S\_AVT}\)

\(\mathrm{NO1}\mathrm{NO2}\mathrm{NO6}\mathrm{NO5}\)

\(\text{S\_DRT}\)

\(\mathrm{NO1}\mathrm{NO5}\mathrm{NO8}\mathrm{NO4}\)

\(\text{S\_GCH}\)

\(\mathrm{NO3}\mathrm{NO2}\mathrm{NO6}\mathrm{NO7}\)

\(\text{S\_INF}\)

\(\mathrm{NO1}\mathrm{NO2}\mathrm{NO3}\mathrm{NO4}\)

\(\text{S\_SUP}\)

\(\mathrm{NO5}\mathrm{NO6}\mathrm{NO7}\mathrm{NO8}\)

The travel limit conditions imposed are:

On nodes \(\mathrm{NO1}\), \(\mathrm{NO2}\), \(\mathrm{NO3}\), and \(\mathrm{NO4}\): \(\mathrm{DZ}=0\)

On nodes \(\mathrm{NO3}\), \(\mathrm{NO7}\), \(\mathrm{NO8}\), and \(\mathrm{NO4}\): \(\mathrm{DY}=0\)

On nodes \(\mathrm{NO2}\), \(\mathrm{NO6}\), \(\mathrm{NO7}\), and \(\mathrm{NO8}\): \(\mathrm{DX}=0\)

The load consists of the same drying field and the same nodal force, \(1/4\) applied to the four nodes of \(\text{S\_SUP}\).

4.3. Tested sizes and results#

Identification

Reference type

Reference value

Tolerance

\({\varepsilon }_{\mathrm{zz}}\) at node \(\mathrm{NO6}\) at time 64800

“SOURCE_EXTERNE”

-4.15E-04

0.30%

\({\mathrm{\epsilon }}_{\mathit{zz}}\) at node \(\mathrm{NO6}\) at time 648000

“SOURCE_EXTERNE”

-5.82E-04

0.30%

\({\mathrm{\epsilon }}_{\mathit{zz}}\) at node \(\mathrm{NO6}\) at time 6480000

“SOURCE_EXTERNE”

-1.36E-03

0.20%

\({\varepsilon }_{\mathrm{zz}}\) at node \(\mathrm{NO6}\) at time 64800000

“SOURCE_EXTERNE”

-4.38E-03

0.20%

EPVC_ELNO/EPTHER_L At node \(\mathit{NO}6\) at time 64800000

“ANALYTIQUE”

2.0E-4

1E-6

1E-6

EPVC_ELNO/EPTHER_N At node \(\mathit{NO}6\) at time 64800000

“ANALYTIQUE”

2.0E-4

1E-6

1E-6

EPVC_ELNO/EPTHER_T At node \(\mathit{NO}6\) at time 64800000

“ANALYTIQUE”

2.0E-4

1E-6

1E-6

EPVC_ELNO/EPSECH At node \(\mathit{NO}6\) at time 64800000

“ANALYTIQUE”

-5.0E-4

1E-6

EPVC_ELNO/EPHYDR At node \(\mathit{NO}6\) at time 64800000

“ANALYTIQUE”

-6.0E-5

1E-6

EPVP_ELNO/EPZZ At node \(\mathit{NO}6\) at time 64800000

“SOURCE_EXTERNE”

2.5E-3

4E-3

4E-3

EPVD_ELNO/EPZZ At node \(\mathit{NO}6\) at time 64800000

“SOURCE_EXTERNE”

-1.132E-3

1E-3

1E-3

EPVC_NOEU/EPTHER_L At node \(\mathit{NO}1\) at time 64800000

“ANALYTIQUE”

2.0E-4

1E-6

1E-6

EPVD_NOEU/EPTHER_L At node \(\mathit{NO}1\) at time 64800000

“ANALYTIQUE”

-1.132E-3

1E-6

EPVP_NOEU/EPZZ At node \(\mathit{NO}1\) at time 64800000

“ANALYTIQUE”

-2.5024E-3

1E-6

We test the deformations due to desiccation creep as well as the deformations related to the control variables at the first Gauss point of the cell \({M}_{1}\) for the order number 49 of the result concept:

Identification

Reference type

Reference value

Tolerance

EPTHER_L

“ANALYTIQUE”

8.3E-6

0.0001%

EPTHER_T

“ANALYTIQUE”

8.3E-6

0.0001%

EPTHER_T

“ANALYTIQUE”

8.3E-6

0.0001%

EPSECH

“ANALYTIQUE”

-2.075E-5

0.0001%

EPHYDR

“ANALYTIQUE”

-6.0E-5

0.0001%

EPXX (Desiccation creep)

“ANALYTIQUE”

0.0001%

EPYY (Desiccation creep)

“ANALYTIQUE”

0.0001%

EPZZ (Desiccation creep)

“ANALYTIQUE”

-4.69811E-5

0.10%