10. H modeling#

10.1. Characteristics of modeling#

Meshing with ``D_ PLAN_INCO_UPG « and » DEFORMATION =” GDEF_LOG “``elements incompressible types TRIA6 and QUAD8.

_images/10005A2E00002957000015E96F33A1848BC62479.svg

The boundary conditions are:

  • Zero DX displacement on side “GRNM11” (side \(\mathit{AB}\))

  • Normal movement stuck on the “GRMA12” face (side \(\mathit{EF}\))

  • Normal displacement imposed on the “GRMA13” side (side \(\mathit{AE}\))

10.2. Characteristics of the mesh#

Number of knots: 591

Number of meshes: 200 TRIA6, 50 QUAD8.

10.3. Tested sizes and results#

Displacements and constraints SIGM_NOEU are evaluated at points \(A\) and \(F\). The components of field SIEQ_NOEU are tested at point \(A\) only.

Identification

Reference type

Reference

Tolerance

\(A\)

\(\mathit{u}\) (X)

ANALYTIQUE

  1. 10-5

\(\mathit{v}\) (DY)

ANALYTIQUE

  1. 10-5

  1. 10-4

\(\mathit{\sigma_{xx}}\)

ANALYTIQUE

99.9566

  1. 10-3

\(\mathit{\sigma_{yy}}\)

ANALYTIQUE

-59.9955

0.02

\(\mathit{\sigma_{zz}}\)

ANALYTIQUE

19.9326

0.02

\(\mathit{\sigma_{xy}}\)

ANALYTIQUE

0.02

VMIS

ANALYTIQUE

138.5226

0.006

TRESCA

ANALYTIQUE

159.9521

0.006

PRIN_1

ANALYTIQUE

-59.9955

0.02

PRIN_2

ANALYTIQUE

19.9326

0.02

PRIN_3

ANALYTIQUE

99.9566

0.003

VMIS_SG

ANALYTIQUE

138.5226

0.006

Identification

Reference type

Reference

Tolerance

\(F\)

\(\mathit{u}\) (X)

ANALYTIQUE

-2.1217 10-5

  1. 10-4

\(\mathit{v}\) (DY)

ANALYTIQUE

2.1217 10-5

  1. 10-4

\(\mathit{\sigma_{xx}}\)

ANALYTIQUE

20.003

  1. 10-3

\(\mathit{\sigma_{yy}}\)

ANALYTIQUE

20.003

2.5 10-3

\(\mathit{\sigma_{zz}}\)

ANALYTIQUE

20.003

  1. 10-4

\(\mathit{\sigma_{xy}}\)

ANALYTIQUE

20.003

  1. 10-3

10.4. notes#

As with 3D modeling, the results obtained are just as good. satisfactory facts.