5. C modeling#

Mixed modeling: 3D, COQUE_3D, DIS_TR, POU_D_E.

_images/10000000000004660000011DF69BDFBA90B681B5.png

COQUE_3D

3D

POU_D_E

O

O

Face_orig

  • Strength \({F}_{y}\)

  • Embedding on the section in \(O\) made by a 3D_ POUTRE connection between the face and a discrete « Face_orig » element located on the origin \(O\).

  • Additional relationship between COQUE_3D and the beam by LIAISON_ELEM: “COQ_POU”.

  • This modeling also validates the non-regression of CALC_FERAILLAGE (reinforcement density in plates and shells) on COQUE_3D.

5.1. Characteristics of the mesh#

Number of knots: 33.

Number of meshes and types: 3D/1 HEXA20, 1, 1 QUAD8, 1, 1, COQUE_3D/1 QUAD9, 1 SEG3/DIS_TR/1 POI1/POU_D_E2 SEG2

5.2. Tested sizes and results#

Identification

Reference Type

Reference

Tolerance ( \(\text{\%}\) )

\(\mathit{DY}\) (node \(\mathit{N26}\))

ANALYTIQUE

—0.0267

3.0

\(\mathit{DY}\) (node \(\mathit{N4}\))

ANALYTIQUE

—0.0267

3.0

\(\mathit{DY}\) (node \(\mathit{N22}\))

ANALYTIQUE

—0.0933

1.0

\(\mathit{DY}\) (node \(\mathit{N23}\))

ANALYTIQUE

—0.0933

1.0

\(\mathit{DY}\) (node \(\mathit{N29}\))

ANALYTIQUE

—0.18

1.0

Moment

\({M}_{\mathit{FZ}}\) (node \(\mathit{N27}\))

ANALYTIQUE

—10.

1.0

\({M}_{\mathit{FZ}}\) (node \(\mathit{N29}\))

ANALYTIQUE

1.0

Reinforcement

\(\mathit{DNSXS}\) (\(\mathit{C1}\) mesh)

NON -D GRESSION

2.30587085238E-06

1.0E-6

\(\mathit{DNSYI}\) (\(\mathit{C1}\) mesh)

NON -D GRESSION

2.29077876872E-06

1.0E-6

\(\mathit{SIGMBE}\) (\(\mathit{C1}\) mesh)

NON -D GRESSION

130714.081463

1.0E-6