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

Table 8

Comparison between experimental values and values calculated by the modified formula.

Specimen number	0.3Mu			0.4Mu
	(mm)	(mm)	/	(mm)	(mm)	/
BFRC1	0.49	0.47	0.959	0.74	0.77	1.041
BFRC2	0.52	0.53	1.019	0.81	0.83	1.025
BFRC3	0.52	0.54	1.038	0.89	0.87	0.978
BFRC4	0.72	0.71	0.986	1.07	1.12	1.046
BFRC5	0.52	0.54	1.038	0.86	0.89	1.035
BFRC6	0.27	0.28	1.037	0.51	0.49	0.961

Note: M_u is the bending moment at ultimate load carrying capacity, is the test values, and is the calculated values in this table.