Experimental Investigation for Tensile Performance of GFRP-Steel Hybridized Rebar

Table 1

List of specimens for tensile test.

Number	Diameter	Name	Type	Steel-to-GFRP ratio (%)	Quantity (EA)	Length (mm)
1	D13	KICT-D13	A	0.0	6	1,500
2		Aslan-D13		0.0	3	1,500
3		V-Rod-D13		0.0	3	1,500
4		FHB-D13-D4-B	B	9.2	6	1,500
5		FHB-D13-D7-B		29.9	6	1,500
6		FHB-D13-D9-B		51.0	6	1,500
7		FHB-D13-D11-B		76.2	6	1,500
8		FHB-D13-D2-4-C	C	9.8	4	1,500
9		FHB-D13-D2-13-C		31.8	4	1,500
10		FHB-D13-D2-23-C		57.0	6	1,500
11		FHB-D13-D2-29-C		70.3	4	1,500
12		FHP-D13-D10-D	D	57.2	6	1,500
13	D16	KICT-D16	A	0.0	6	2,200
14		FHB-D16-D2-7-C		10.9	4	2,200
15		FHB-D16-D2-23-C	C	36.9	6	2,200
16		FHB-D16-D2-41-C		60.2	6	2,200
17		FHB-D16-D2-47-C		70.1	4	2,200
18		FHP-D16-D10-D	D	36.6	6	2,200
19		FHP-D16-D13-D		63.2	6	2,200
20	D19	KICT-D19	A	0.0	6	2,900
21		FHB-D19-D2-23-C	C	25.0	6	2,900
22		FHB-D19-D2-41-C		42.3	6	2,900
23		FHB-D19-D2-63-C		66.3	6	2,900
24		FHP-D19-D10-D	D	24.7	6	2,900
25		FHP-D19-D13-D		45.9	6	2,900
26		FHP-D19-D16-D		67.9	6	2,900
					140