Stress-Strain Relation of Steel-Polypropylene-Blended Fiber-Reinforced Concrete under Uniaxial Cyclic Compression

Table 3

Details of specimens.

No.	Specimens	SF		PF		(MPa)	(MPa)
		Vsf	lsf/dsf	Vpf	lpf/dpf
1	S000P000	—	—	—	—	47.53	2.75
2	SB10P000	1.00%	60	—	—	51.75	3.96
3	SB15P000	1.50%	60	—	—	52.91	4.47
4	S000PA15	—	—	0.15%	167	48.80	3.47
5	S000PC15	—	—	0.15%	396	50.65	3.58
6	SB10PA10	1.00%	60	0.10%	167	53.71	3.99
7	SB10PA15	1.00%	60	0.15%	167	55.2	4.13
8	SB15PA10	1.50%	60	0.10%	167	58.05	4.61
9	SA15PB15	1.50%	30	0.15%	280	54.65	4.19
10	SB15PA15	1.50%	60	0.15%	167	53.35	4.25
11	SB15PB15	1.50%	60	0.15%	280	52.35	4.36
12	SB15PC15	1.50%	60	0.15%	396	51.15	4.50
13	SC15PA15	1.50%	80	0.15%	167	53.70	4.76
14	SB15PA20	1.50%	60	0.20%	167	50.91	3.76
15	SB20PA15	2.00%	60	0.15%	167	56.22	5.36
16	SB20PA20	2.00%	60	0.20%	167	54.65	5.07