Flexural Strength of RC Beam Strengthened by Partially De-bonded Near Surface-Mounted FRP Strip

International Journal of Concrete Structures and Materials

Table 1 Specimen list.

Specimen names	Retrofit methods	Bonded length (mm)	De-bonded length (mm)	Strip dimension (width × height) (mm × mm)
BC2000	None	–	–
BP1600	EBR	1600	–	50 × 1.2
CP1600-1	NSMR	1600	–	3.6 × 16
CP1600-3		1600	–	1.2 × 16
CP500-1		500 at each ends	600	3.6 × 16
CP500-3		500 at each ends	600	1.2 × 16
CP400-1		400 at each ends	800	3.6 × 16
CP400-3		400 at each ends	800	1.2 × 16
CP300-1		300 at each ends	1000	3.6 × 16
CP300-3		300 at each ends	1000	1.2 × 16