Structural Behavior of Reinforced Self-Compacted Engineered Cementitious Composite Beams

Table 9

Ultimate load deflection: VecTor2 and experimental results.

Beam number	Steel reinf. ratio,	Load at ultimate stage (kN)		Deflection at rupture (mm)		Ratio
		Exp	VecTor2	Exp	VecTor2	Vec2/Exp	Vec2/Exp
B1	0.558	87.27	117.8	18.41	19.99	1.35	1.09
B2	0.388	91.76	106.4	17.84	11.24	1.16	0.63
B3	0.993	210.92	195.4	32.08	29.17	0.93	0.91
B4	0.752	122.55	132.7	26.45	21.04	1.08	0.80
B5	1.272	238.5	244.2	41.41	36.99	1.02	0.89
B6	1.49	301.08	280.5	40.00	37.94	0.93	0.95
B7	1.986	295.48	334.8	18.33	16.74	1.13	0.91
B8	2.03	292.08	344.6	16.84	16.60	1.18	0.91
Mean						1.10	0.90