5. D modeling#

This modeling is identical to the C modeling.

The only difference is that a topological enrichment is chosen here (a single layer of elements enriched at the bottom of the crack).

Only the crack tilted at 30° is modelled.

5.1. Tested sizes and results#

Identification

Reference

Tolerance

CALC_G

C1 + background1: K1

1.9294 105

0.5%

C1 + background2: K1

1.9294 105

0.5%

C1 + background1: K2

1.1139.105

3.0%

C1 + background2: K2

1.1139.105

3.0%

C1 + background1: G

0.215

4.0%

C1 + background2: G

0.215

4.0%

C2 + background1: K1

1.9294 105

0.5%

C2 + background2: K1

1.9294 105

0.5%

C2 + background1: K2

1.1139.105

3.0%

C2 + background2: K2

1.1139.105

3.0%

C2 + background1: G

0.215

4.0%

C2 + background2: G

0.215

4.0%

POST_K1_K2_K3

C1 + background1: K1

1.9294 105

6.0%

C1 + background2: K1

1.9294 105

6.0%

C1 + background1: K2

1,139 105

6.0%

C1 + background 2: K2

1,139 105

6.0%

C2 + background1: K1

1.9294 105

6.0%

C2 + background2: K1

1.9294 105

6.0%

C2 + background 1: K2

1,139 105

6.0%

C2 + background 2: K2

1,139 105

6.0%