4. C modeling#

4.1. Characteristics of modeling#

The simulation of the propagation of cracks by brittle fracture is carried out with modeling PLAN_INTERFACE and the law of behavior CZM_OUV_MIX for cohesive meshes. The solid elements, in plane deformations D_ PLAN, are elastic.

4.2. Characteristics of the mesh#

An unstructured quadratic mesh of the perforated half-plate and of the potential crack is produced.

Solid elements (\(\mathrm{DCB}\)): 404 TRIA6

Interface elements (crack path): 19 QUAD8

4.3. Tested sizes and results#

Non-regression tests are performed on the overall response: \({F}^{i}\) resulting from the force imposed on the upper face versus \(U\) displacement of the node \(P\) at the top of the hole.

Size tested

Code_Aster

Tolerance ( \(\text{\%}\) )

\(U\) at the moment 50

2.87853E-03

0.10

\(F\) at time 50

2.88263E+07

0.10

\(U\) at the moment 75

6.55609E-03

0.10

\(F\) at time 75

1.04922E+07

0.10

\(U\) at time 100

7.47879E-03

0.10

\(F\) at time 100

4.94452E+06

0.10

\(U\) at time 140

0.0157679

0.10

\(F\) at time 140

8.56080E+05

0.10