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 |
|
C1 + background2: K1 |
1.9294 105 |
|
C1 + background1: K2 |
1.1139.105 |
|
C1 + background2: K2 |
1.1139.105 |
|
C1 + background1: G |
0.215 |
|
C1 + background2: G |
0.215 |
|
C2 + background1: K1 |
1.9294 105 |
|
C2 + background2: K1 |
1.9294 105 |
|
C2 + background1: K2 |
1.1139.105 |
|
C2 + background2: K2 |
1.1139.105 |
|
C2 + background1: G |
0.215 |
|
C2 + background2: G |
0.215 |
|
POST_K1_K2_K3 |
||
C1 + background1: K1 |
1.9294 105 |
|
C1 + background2: K1 |
1.9294 105 |
|
C1 + background1: K2 |
1,139 105 |
|
C1 + background 2: K2 |
1,139 105 |
|
C2 + background1: K1 |
1.9294 105 |
|
C2 + background2: K1 |
1.9294 105 |
|
C2 + background 1: K2 |
1,139 105 |
|
C2 + background 2: K2 |
1,139 105 |
|