5. C modeling#
5.1. Characteristics of modeling#
We use a DKT model. We perform an analysis at the ELS -QP
5.2. Characteristics of the mesh#
The mesh contains 1 element of type QUAD4.
5.3. Tested sizes and results#
C No loading |
Configuration considered |
Longitudinal reference reinforcement (in cm²/m) |
Transverse reinforcement (cm²/m²) |
||||
DNSXI |
DNSXS |
DNSYI |
DNSYS |
DNSXT |
DNSYT |
||
1 |
1 |
0 |
0 |
0 |
0 |
0 |
0 |
2 |
0 |
0 |
0 |
0 |
0 |
0 |
|
3 |
0 |
0 |
0 |
0 |
0 |
0 |
|
4 |
0 |
0 |
0 |
0 |
12.5 |
12.5 |
|
2 |
1 |
24.76 |
24.76 |
0 |
0 |
124 |
15.54 |
2 |
24.76 |
24.76 |
0 |
0 |
124 |
15.54 |
|
3 |
24.76 |
24.76 |
0 |
0 |
124 |
15.54 |
|
4 |
24.76 |
24.76 |
0 |
0 |
124 |
15.54 |
|
3 |
1 |
0 |
0 |
24.76 |
24.76 |
0 |
0 |
2 |
0 |
0 |
24.76 |
24.76 |
0 |
0 |
|
3 |
0 |
0 |
24.76 |
24.76 |
0 |
0 |
|
4 |
0 |
0 |
24.76 |
24.76 |
0 |
0 |
|
4 |
1 |
0 |
0 |
0 |
40.18 |
0 |
0 |
2 |
0 |
0 |
5.28 |
27.48 |
0 |
0 |
|
3 |
0 |
0 |
20.32 |
28.97 |
0 |
0 |
|
4 |
0 |
0 |
5.28 |
27.48 |
0 |
0 |
|
5 |
1 |
0 |
40.18 |
0 |
0 |
0 |
0 |
2 |
5.28 |
27.48 |
0 |
0 |
0 |
0 |
|
3 |
20.32 |
28.97 |
0 |
0 |
0 |
0 |
|
4 |
5.28 |
27.48 |
0 |
0 |
0 |
0 |
|
6 |
1 |
-1 |
-1 |
-1 |
-1 |
-1 |
-1 |
2 |
103.96 |
80.6 |
0 |
0 |
0 |
0 |
|
3 |
97.16 |
89.83 |
0 |
0 |
0 |
0 |
|
4 |
103.96 |
80.6 |
0 |
0 |
0 |
0 |
|
7 |
1 |
0 |
34.18 |
0 |
0 |
0 |
0 |
2 |
1.59 |
30.37 |
0 |
0 |
0 |
0 |
|
3 |
23.31 |
31.27 |
0 |
0 |
0 |
0 |
|
4 |
1.59 |
30.37 |
0 |
0 |
0 |
0 |
|
8 |
1 |
8.38 |
92.2 |
0 |
0 |
0 |
0 |
2 |
8.38 |
92.2 |
0 |
0 |
0 |
0 |
|
3 |
59.12 |
65.03 |
0 |
0 |
0 |
0 |
|
4 |
8.38 |
92.2 |
0 |
0 |
0 |
0 |
|
9 |
1 |
0 |
40.18 |
20.18 |
0 |
0 |
0 |
2 |
5.28 |
27.48 |
20.18 |
0 |
0 |
0 |
|
3 |
19.99 |
28.85 |
20.93 |
12.17 |
0 |
0 |
|
4 |
5.28 |
27.48 |
20.18 |
0 |
0 |
0 |
|
10 |
1 |
0 |
0 |
234.77 |
0 |
0 |
0 |
2 |
0 |
0 |
36.22 |
15.91 |
0 |
0 |
|
3 |
0 |
0 |
36.26 |
28.79 |
0 |
0 |
|
4 |
0 |
0 |
36.22 |
15.91 |
0 |
0 |
|