Table 4 Summarization of resilience results in parametric study
Case | Material | Compressive strength (MPa) | First crack stress (MPa) | Ultimate tensile strength (MPa) | Ultimate tensile strain (%) | Resilience (%) | Resilience class |
|---|---|---|---|---|---|---|---|
1 | Concrete | 58.5 | – | 2.88 | 0.1 | 50 | Low |
2 | SHCC | 58.5 | 2 | 8 | 4.0 | 50 | Low |
3 | SHCC | 58.5 | 3 | 8 | 4.0 | 50 | Low |
4 | SHCC | 58.5 | 4 | 8 | 4.0 | 67 | Moderate |
5 | SHCC | 58.5 | 5 | 8 | 4.0 | 67 | Moderate |
6 | SHCC | 58.5 | 6 | 8 | 4.0 | 67 | Moderate |
7 | SHCC | 58.5 | 4 | 6 | 4.0 | 50 | Low |
8 | SHCC | 58.5 | 4 | 10 | 4.0 | 83 | High |
9 | SHCC | 58.5 | 4 | 12 | 4.0 | 83 | High |
10 | SHCC | 58.5 | 4 | 8 | 6.0 | 67 | Moderate |
11 | SHCC | 58.5 | 4 | 8 | 8.0 | 67 | Moderate |
12 | SHCC | 58.5 | 4 | 8 | 10.0 | 83 | High |
13 | UHPC | 190 | 8 | 14 | 0.3 | 67 | Moderate |
14 | UHPC | 190 | 10 | 14 | 0.3 | 67 | Moderate |
15 | UHPC | 190 | 12 | 14 | 0.3 | 83 | High |
16 | UHPC | 190 | 14 | 14 | 0.3 | 83 | High |
17 | UHPC | 190 | 10 | 10 | 0.3 | 67 | Moderate |
18 | UHPC | 190 | 10 | 12 | 0.3 | 67 | Moderate |
19 | UHPC | 190 | 10 | 16 | 0.3 | 83 | High |
20 | UHPC | 190 | 10 | 10 | 0.5 | 67 | Moderate |
21 | UHPC | 190 | 10 | 10 | 0.7 | 83 | High |
22 | UHPC | 190 | 10 | 10 | 1.0 | 83 | High |