Calculation of Cracks in Partially Steel Fiber Reinforced Concrete Beams with BFRP Bars

Table 6

Comparison of experimental and theoretical values of cracking bending moment.

Specimen number	Pe (kN)	P (kN)	Me (kN∙m)	Mcr (kN∙m)	Mcr (Me)
B1	28.80	29.67	8.6	8.9	1.03
B2	33.73	30.33	10.1	9.1	0.9
B3	34.40	32.00	10.3	9.6	0.93
B4	35.20	33.67	10.6	10.1	0.95
B5	34.87	33.33	10.5	10	0.95
B6	37.67	34.00	11.3	10.2	0.9

Note: Pe is the measured cracking, P is the theoretical cracking load load, Me is the measured bending moment in this paper, and Mcr is the theoretical bending moment in this table.