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

Table 9

Local damages of specimens [11, 12].

Variables	Local damages
	(cm)	(cm)	(cm)	(cm)	(°)	(°)
NC-D10-S100	77	14	89	6	26	29
NC-D10-S50	72	16	74	7	23	32
NC-D13-S100	70	14	88	9	26	28
NC-D10-S100-F	79	15	103	5	30	25
SFRC-D10-S100	48	12	0	0	34	25