6. D modeling#

6.1. Characteristics of modeling#

The modeling is 3D.

Contact method: contact formulation CONTINUE.

6.2. Characteristics of the mesh#

Number of knots: 8

Number of meshes and types: 2 HEXA8

6.3. Tested sizes and results#

Identification

Reference type

Reference value

Tolerance

DEPL, \(\mathit{DZ}\) at point \(\mathit{NH1}\)

“ANALYTIQUE”

-0.1

1.0E-6%

DEPL, \(\mathit{DZ}\) at point \(\mathit{NH2}\)

“ANALYTIQUE”

-0.1

1.0E-6%

DEPL, \(\mathit{DZ}\) at point \(\mathit{NH3}\)

“ANALYTIQUE”

-0.1

1.0E-6%

DEPL, \(\mathit{DZ}\) at point \(\mathit{NH4}\)

“ANALYTIQUE”

-0.1

1.0E-6%

DEPL, \(\mathit{DZ}\) at point \(\mathit{NB5}\)

“ANALYTIQUE”

-0.1

1.0E-6%

DEPL, \(\mathit{DZ}\) at point \(\mathit{NB6}\)

“ANALYTIQUE”

-0.1

1.0E-6%

DEPL, \(\mathit{DZ}\) at point \(\mathit{NB7}\)

“ANALYTIQUE”

-0.1

1.0E-6%

DEPL, \(\mathit{DZ}\) at point \(\mathit{NB8}\)

“ANALYTIQUE”

-0.1

1.0E-6%

REAC_NODA, \(\mathit{DZ}\) at point \(\mathit{NH1}\)

“ANALYTIQUE”

10000

1.0E-6%

REAC_NODA, \(\mathit{DZ}\) at point \(\mathit{NH2}\)

“ANALYTIQUE”

10000

1.0E-6%

REAC_NODA, \(\mathit{DZ}\) at point \(\mathit{NH3}\)

“ANALYTIQUE”

10000

1.0E-6%

REAC_NODA, \(\mathit{DZ}\) at point \(\mathit{NH4}\)

“ANALYTIQUE”

10000

1.0E-6%

REAC_NODA, \(\mathit{DZ}\) at point \(\mathit{NB5}\)

“ANALYTIQUE”

-10000

1.0E-6%

REAC_NODA, \(\mathit{DZ}\) at point \(\mathit{NB6}\)

“ANALYTIQUE”

-10000

1.0E-6%

REAC_NODA, \(\mathit{DZ}\) at point \(\mathit{NB7}\)

“ANALYTIQUE”

-10000

1.0E-6%

REAC_NODA, \(\mathit{DZ}\) at point \(\mathit{NB8}\)

“ANALYTIQUE”

-10000

1.0E-6%

Identification

Reference type

Reference value

Tolerance

DEPL, \(\mathit{LAGS}\text{\_}C\) at point \(\mathit{NH1}\)

“ANALYTIQUE”

  • 10000

1.0E-6%

DEPL, \(\mathit{LAGS}\text{\_}C\) at point \(\mathit{NH2}\)

“ANALYTIQUE”

  • 10000

1.0E-6%

DEPL, \(\mathit{LAGS}\text{\_}C\) at point \(\mathit{NH3}\)

“ANALYTIQUE”

  • 10000

1.0E-6%

DEPL, \(\mathit{LAGS}\text{\_}C\) at point \(\mathit{NH4}\)

“ANALYTIQUE”

  • 10000

1.0E-6%

6.4. notes#

The results obtained are perfect. The screening is going well. It is necessary to reinforce RESI_GEOM in the generalized Newton method to have good tolerances, or to switch to partial Newton or fixed point.