A Comparative Experimental Study on the Flexural Behavior of High-Strength  Fiber-Reinforced Concrete and High-Strength Concrete Beams

Table 4

Test and analytical results.

Member	Bending strength		Ratio (1)/(2)
	Test result (1) kN·m	Analytical result (2) kN·m
H100-R1	57.2	50.6	1.13
H100-R2	83.8	72.6	1.15
H100-R3	104.8	94.2	1.11
H120-R1	59.6	50.0	1.19
H120-R2	79.3	71.6	1.11
H120-R3	102.1	94.1	1.08
HF120-R1	89.6	87.1	1.03
HF120-R2	111.0	111.6	0.99
HF120-R3	142.1	135.1	1.05
Mean			1.09