Structural Behavior of Reinforced Self-Compacted Engineered Cementitious Composite Beams

Table 6

Ultimate moment ratio for R-SC-ECC.

Beam number	Steel reinf. ratio,	Ultimate moment, (kNm)				Ultimate moment ratio
		Exp	Analysis		FEM	EC2/Exp	R/Exp	Vec2/Exp
			EC2	RILEM	VecTor2
		B1	0.558	33.42	22.56	50.41	45.12	0.67	1.51	1.35
B2	0.388	35.14	16.81	45.53	40.75	0.48	1.30	1.16
B3	0.993	80.78	42.48	67.5	81.2	0.53	0.84	1.01
B4	0.752	46.94	31.01	57.27	50.82	0.66	1.22	1.08
B5	1.272	91.35	51.48	76.42	93.53	0.56	0.84	1.02
B6	1.49	115.31	61.92	84.57	117.8	0.54	0.73	1.02
B7	1.986	113.17	77.42	98.49	128.23	0.68	0.87	1.13
B8	2.03	111.87	83.72	106.74	131.98	0.75	0.95	1.18
Mean						0.61	1.03	1.12
Standard deviation						0.09	0.26	0.11
Coefficient of variation (CoV)						0.15	0.25	0.09