4. B modeling#
4.1. Characteristics of modeling#
We use a DKT model. An analysis is carried out at ELS.
4.2. Characteristics of the mesh#
The mesh contains 1 element of type QUAD4.
4.3. 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 |
15.63 |
15.63 |
|
2 |
1 |
12.5 |
12.5 |
0 |
0 |
43.6 |
15.32 |
2 |
12.5 |
12.5 |
0 |
0 |
43.6 |
15.32 |
|
3 |
12.5 |
12.5 |
0 |
0 |
43.6 |
15.32 |
|
4 |
12.5 |
12.5 |
0 |
0 |
93.75 |
93.75 |
|
3 |
1 |
0 |
0 |
12.5 |
12.5 |
0 |
0 |
2 |
0 |
0 |
12.5 |
12.5 |
0 |
0 |
|
3 |
0 |
0 |
12.5 |
12.5 |
0 |
0 |
|
4 |
0 |
0 |
12.5 |
12.5 |
12.88 |
12.88 |
|
4 |
1 |
0 |
0 |
0 |
19.14 |
0 |
0 |
2 |
0 |
0 |
0 |
19.14 |
0 |
0 |
|
3 |
0 |
0 |
10.44 |
18.91 |
0 |
0 |
|
4 |
0 |
0 |
0 |
19.14 |
0 |
0 |
|
5 |
1 |
0 |
19.14 |
0 |
0 |
0 |
0 |
2 |
0 |
19.14 |
0 |
0 |
0 |
0 |
|
3 |
10.44 |
18.91 |
0 |
0 |
0 |
0 |
|
4 |
0 |
19.14 |
0 |
0 |
0 |
0 |
|
6 |
1 |
-1 |
-1 |
-1 |
-1 |
-1 |
-1 |
2 |
65.78 |
61.44 |
0 |
0 |
0 |
0 |
|
3 |
65.78 |
61.44 |
0 |
0 |
0 |
0 |
|
4 |
65.78 |
61.44 |
0 |
0 |
0 |
0 |
|
7 |
1 |
0 |
20.3 |
0 |
0 |
0 |
0 |
2 |
0 |
20.3 |
0 |
0 |
0 |
0 |
|
3 |
13.55 |
20.27 |
0 |
0 |
0 |
0 |
|
4 |
0 |
20.3 |
0 |
0 |
0 |
0 |
|
8 |
1 |
4.17 |
45.83 |
0 |
0 |
0 |
0 |
2 |
4.17 |
45.83 |
0 |
0 |
0 |
0 |
|
3 |
37.54 |
45.63 |
0 |
0 |
0 |
0 |
|
4 |
4.17 |
45.83 |
0 |
0 |
0 |
0 |
|
9 |
1 |
0 |
18.7 |
13.83 |
0 |
0 |
0 |
2 |
0 |
18.7 |
13.83 |
0 |
0 |
0 |
|
3 |
10.45 |
18.91 |
13.87 |
4.78 |
0 |
0 |
|
4 |
0 |
18.7 |
13.83 |
0 |
0 |
0 |
|
10 |
1 |
-1 |
-1 |
-1 |
-1 |
-1 |
-1 |
2 |
0 |
0 |
61.7 |
65.35 |
0 |
0 |
|
3 |
0 |
0 |
61.7 |
65.35 |
0 |
0 |
|
4 |
0 |
0 |
61.7 |
65.35 |
0 |
0 |
|