Research Article

Experimental Investigation for Tensile Performance of GFRP-Steel Hybridized Rebar

Table 3

Test results for D13 FRP Hybrid Bar.

NumberNameTypeSteel-to-GFRP ratio (%)Elastic modulusTensile strength
Aver. (GPa)CoV (%)Imp. (%)Aver. (MPa)CoV (%)Imp. (%)

1KICT-D13A0.0 52.1 9.1 15.9 1103.3 2.6 54.3
2Aslan-D130.0 47.1 2.2 4.9 739.4 2.5 3.4
3V-Rod-D130.0 44.9 7.4 714.9 0.7

4FHB-D13-D4-BB9.2 76.5 9.1 70.2 1122.7 6.4 57.0
5FHB-D13-D7-B29.9 94.9 2.9 111.2 1269.7 3.3 77.6
6FHB-D13-D9-B51.0 111.1 5.0 147.3 1258.8 1.2 76.1
7FHB-D13-D11-B76.2 148.2 5.8 229.8 833.9 8.2 16.6

8FHB-D13-D2-4-CC9.8 62.6 4.1 39.3 1150.3 2.7 60.9
9FHB-D13-D2-13-C31.8 99.8 3.4 122.2 1245.4 1.7 74.2
10FHB-D13-D2-23-C57.0 126.9 6.2 182.4 1323.2 4.9 85.1
11FHB-D13-D2-29-C70.3 157.3 3.0 250.1 1156.4 2.0 61.7

12FHP-D13-D10-DD57.2 110.1 7.2 144.9 669.5 3.3 −6.3

Note. Improvement (Imp.) is relative values normalized to case number 3.