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

Table 1

Test variables.

Notation	Concrete	Shear reinforcement	(mm^2)	FRP
NC-D10-S100	Normal concrete	D10,  = 100 mm	998	Not retrofitted
NC-D10-S50		D10,  = 50 mm	1854
NC-D13-S100		D13,  = 100 mm	1774
NC-D10-S100-F		D10,  = 100 mm	998	CFRP sheet
SFRC-D10-S100	SFRC with 60 mm steel fiber	D10,  = 100 mm	998	Not retrofitted