Research Article

Experimental Investigation for Tensile Performance of GFRP-Steel Hybridized Rebar

Table 5

Test results for D19 FRP Hybrid Bar.

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

1KICT-D19A0.0 57.7 6.1 932.9 4.8

2FHB-D19-D2-23-CC25.0 90.8 4.9 57.4 1217.9 3.5 30.5
3FHB-D19-D2-41-C42.3 123.2 3.2 113.4 1197.2 2.4 28.3
4FHB-D19-D2-63-C66.3 118.5 9.1 105.4 781.8 7.4 −16.2

5FHP-D19-D10-DD24.7 88.8 7.2 53.9 899.6 5.1 −3.6
6FHP-D19-D13-D45.9 120.7 5.6 109.3 537.7 11.0 −42.4
7FHP-D19-D16-D67.9 148.2 17.3 156.8 466.6 4.4 −50.0

Note. Improvement (Imp.) is relative values normalized to case number 1.