Research Article
Evaluation of Self-Healing Performance of PE and PVA Concrete Using Flexural Test
Table 7
Peak and maximum load of PVA concrete.
| Case | Peak/maximum load | 1st loading | 2nd loading (CMOD 0.05 mm) | 3rd loading |
| PVA-7–28-W | 4.40 | 3.23 | 3.60 | 4.85 | 3.88 | 4.05 | 4.63 | 3.63 | 3.78 | 4.55 | 3.68 | 4.10 |
| PVA-28–49-W | 5.73 | 4.70 | 4.40 | 5.55 | 5.55 | 5.53 | 5.78 | 4.53 | 4.50 | 6.15 | 5.38 | 5.03 |
| PVA-49–70-W | 5.35 | 4.65 | 4.28 | 5.63 | 4.53 | 2.85 | 5.35 | 5.00 | 5.08 | 5.23 | 5.18 | 4.10 |
| PVA-91–112-W | 6.25 | 4.88 | 4.70 | 6.10 | 5.60 | 4.50 | 6.38 | 5.78 | 5.55 | 6.83 | 6.63 | 4.90 |
| PVA-7–28-A | 4.55 | 3.45 | 3.55 | 5.03 | 4.88 | 5.00 | 4.50 | 4.20 | 4.53 | 4.40 | 4.05 | 4.63 |
| PVA-28–49-A | 5.75 | 5.00 | 4.98 | 5.65 | 4.68 | 4.35 | 5.58 | 4.18 | 4.00 | 5.38 | 4.50 | 4.12 |
| PVA-49–70-A | 5.20 | 4.90 | 3.96 | 5.38 | 2.98 | 3.15 | 5.93 | 5.38 | 2.71 | 5.75 | 4.78 | 2.26 |
| PVA-91–112-A | 6.30 | 5.43 | 2.63 | 5.45 | 5.08 | 2.63 | 6.93 | 5.35 | 2.66 | — | — | — |
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