Evaluation of Self-Healing Performance of PE and PVA Concrete Using Flexural Test

Table 6

Peak and maximum load of PE concrete.

Case	Peak/maximum load
	1st loading	2nd loading (CMOD 0.05 mm)	3rd loading
PE-7–28-W	4.48	3.40	3.90
	4.53	3.83	4.38
	4.43	3.88	4.55
	4.60	3.75	4.30
PE-28–49-W	5.93	5.43	5.10
	4.58	3.95	4.20
	4.83	4.25	4.30
	5.30	4.43	4.55
PE-49–70-W	5.25	4.75	4.58
	5.98	5.20	4.95
	5.45	4.30	4.10
	6.15	5.48	5.13
PE-91–112-W	6.13	4.53	4.33
	6.48	4.70	4.58
	5.53	4.00	4.05
	5.48	4.85	4.88
PE-7–28-A	4.70	3.50	4.00
	4.78	3.45	4.08
	4.03	2.80	3.15
	4.50	3.55	4.63
PE-28–49-A	5.38	5.03	2.61
	5.65	4.85	2.45
	5.23	5.00	2.69
	5.45	4.53	2.36
PE-49–70-A	5.60	5.08	2.55
	5.60	5.10	2.59
	5.50	5.18	2.56
	6.30	5.30	2.46
PE-91–112-A	5.53	5.23	2.64
	5.73	3.95	2.04
	5.88	3.95	2.18
	4.95	4.50	2.04