3. B modeling#

3.1. Characteristics of modeling#

The modeling tested is AXIS. The law of behavior used is law ENDO_ISOT_BETON. Piloting is validated by elastic prediction.

3.2. Characteristics of the mesh#

The mesh is obtained by GIBI. It is composed of 10 QUA8 elements.

_images/100000000000047F0000011588BAFACE84DD1103.png

3.3. Tested sizes and results#

To validate the solution obtained, we test at order number 7:

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

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

.

Field name

Component

Location

Tolerance

DEPL

DY

\(\mathit{PB}\)

default

SIEF_ELGA

SIYY

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

defect

VARI_ELGA

V1

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

defect