An Experimental Study on Hybrid Noncompression CF Bracing and GF Sheet Wrapping Reinforcement Method to Restore Damaged RC Structures

Table 8

Results of mechanical characterizations of the test specimens.

Specimen	Load direction	Yield shear strength; (kN)	Maximum shear strength; (kN)	Displacement at the yield point; (mm)	Displacement at the maximum point; (mm)	Displacement at the ultimate point; (mm)	Failure mode
SF-0	Positive	200	227	12.0	14.7	30.0	Shear
	Negative	240	278	14.0	17.5	30.0
SF-R1	Positive	410	453	35.2	44.8	114.0	Flexural
	Negative	413	464	32.0	44.0	120.0
SF-R2	Positive	459	514	40.9	56.4	112.0	Flexural
	Negative	515	555	46.7	56.3	118.0