6. D modeling#

6.1. Characteristics of modeling#

We use C_ PLAN modeling. The main constraints ratio \({\mathrm{\sigma }}_{2}/{\mathrm{\sigma }}_{1}\) is set to \(-0.052\).

6.2. Characteristics of the mesh#

The mesh contains 1 element of type QUAD4.

6.3. Tested sizes and results#

We test the deformations and stresses at node \(N1\) in Figure.

Identification

Instant

Reference Type

Reference Value

Tolerance

Constraint \({\mathrm{\sigma }}_{\mathit{yy}}\)

0.06

“ESSAI”

\(-3600000\mathit{Pa}\)

5%

Deformation \({\mathrm{\epsilon }}_{\mathit{yy}}\)

0.06

“ESSAI”

\(1.07E-004\)

5%

Constraint \({\mathrm{\sigma }}_{\mathit{yy}}\)

0.46

“ESSAI”

\(-2760000\mathit{Pa}\)

5%

6.4. notes#

The first two measurement points allow you to compare the slope at the origin of the Stress-Deformation curve. The last point corresponds to the breaking stress.