3. Modeling A#

3.1. Characteristic of modeling#

Modeling tests GDEF_LOG in AXIS

3.2. Characteristics of the mesh#

The mesh is done under GIBI. It is shown in FIG. 2. It contains 1440 nodes for 445 quadratic quadrangular elements (QUAD8).

_images/10000000000002240000006718ACE636A169A66B.png

Figure 2: GIBI mesh used

3.3. Tested sizes and results#

For the deformation of SIMO_MIEHE:

Imposed displacement

Quantities tested

Reference (AUTRE_ASTER)

Tolerance

\(U=\mathrm{0,6}\mathit{mm}\)

REAC_NODA out of \(P8P9\)

\(\mathrm{6616,59}N\)

5.0E-3

\(\mathit{Ux}\) in \(P1\)

\(-\mathrm{0,0845}\mathit{mm}\)

5.0E-3

\(U=3\mathit{mm}\)

REAC_NODA out of \(P8P9\)

\(21541N\)

5.0E-3

\(\mathit{Ux}\) in \(P1\)

\(-\mathrm{0,3766}\mathit{mm}\)

5.0E-3

\(U=6\mathit{mm}\)

REAC_NODA out of \(P8P9\)

\(33821N\)

5.0E-3

\(\mathit{Ux}\) in \(P1\)

\(-\mathrm{0,826}\mathit{mm}\)

5.0E-3

For the deformation of GDEF_LOG

in comparison with SIMO_MIEHE:

Imposed displacement

Quantities tested

Reference (AUTRE_ASTER)

Tolerance

\(U=\mathrm{0,6}\mathit{mm}\)

REAC_NODA out of \(P8P9\)

\(\mathrm{6616,59}N\)

1%

\(\mathit{Ux}\) in \(P1\)

\(-\mathrm{0,0845}\mathit{mm}\)

1%

\(U=3\mathit{mm}\)

REAC_NODA out of \(P8P9\)

\(21541N\)

1%

\(\mathit{Ux}\) in \(P1\)

\(-\mathrm{0,3766}\mathit{mm}\)

1%

\(U=6\mathit{mm}\)

REAC_NODA out of \(P8P9\)

\(33821N\)

1%

\(\mathit{Ux}\) in \(P1\)

\(-\mathrm{0,826}\mathit{mm}\)

1%