6. E modeling#

6.1. Characteristics of modeling#

The model tested is 3D. The law of behavior used is law ENDO_ISOT_BETON. The control is validated by elastic prediction.

6.2. Characteristics of the mesh#

The mesh is obtained by GIBI. It is composed of 10 HEXA8 elements (only one element in the section)

_images/100000000000033C000001ECA027BEEEFEF4D103.png

6.3. Tested sizes and results#

To validate the solution obtained, we test at order number 19:

  1. the following displacement \(z\) of the face on which the load is imposed,

  2. the \(\mathit{zz}\) stress as well as the damage value in the weakened mesh.

.

Field name

Component

Location

Tolerance

DEPL

DZ

\(E\)

default

SIEF_ELGA

SIZZ

\(\mathit{M1}\), point 1

defect

VARI_ELGA

V1

\(\mathit{M1}\), point 1

defect