Analysis of the Shear Capacity of Ultrahigh Performance Concrete Beams Based on the Modified Compression Field Theory

Table 6

Comparison of experimental results and predicted values.

Specimen number	Test value (kN)	MCFT (kN)	Equation (26) (kN)	Theoretical/experimental	Formula/test
This study
L1	2800	2470.0	2324	0.88	0.83
L2	1690	1811.4	1825.2	1.07	1.08
L3	1622	1811.4	1411.1	1.12	0.87
Literature data
Ji et al. [18]
L-2-100-a	556.0	552.5	487	0.99	0.88
L-3-100-a	410.0	415.6	290.8	1.01	0.71
L-4-100-a	360.0	363.4	301.8	1.01	0.84
L-1-100-a	755.0	756.5	695.5	1.00	0.92
L-2-200-a	500.0	515.5	457.5	1.03	0.92
L-2-150-a	507.0	517.9	493.8	1.02	0.97
Chen [38]
B-2-60-90	320.0	330.5	385.2	1.03	1.20
B-2-60-180	285.0	308.7	368.7	1.08	1.29
B-2-30-90	314.0	310.0	338.6	0.99	1.08
B-2-30-180	246.0	251.0	308.9	1.02	1.26
B-2-0-90	287.5	246.5	310.3	0.86	1.08
B-2-0-180	240.0	239.8	276.3	1.00	1.15
B-3-60-90	285.5	291.8	291.6	1.02	1.02
B-1-60-90	370.0	359.4	494.6	0.97	1.34
Total mean				1.01	1.03
Coefficient of variation				0.061	0.17