Flexural Assessment of Blast-Damaged RC Beams Retrofitted with CFRP Sheet and Steel Fiber

Table 2

Mix proportions of NC, SFRC, and SFRCC [12].

Type of concrete	Water (kg/m^3)	Cement (kg/m^3)	Fine aggregate (kg/m^3)	Coarse aggregate (kg/m^3)	Steel fiber (%)^a
NC^b	140	350	792	1015	0.0
SFRC^b	140	350	792	1015	1.0
SFRCC	140	350	1807	0	1.0

^aVolume fraction of fibers. ^bData cited from [12].