Research Article

Experimental Study on the Bond Performance between Fiber-Reinforced Polymer Bar and Unsaturated Polyester Resin Concrete

Table 3

Summary of FRP bar-UPC pull-out bond test results.

Specimen numberFailure mode

R-GFRP-10-5D-C7052.7033.571.18Pull-out
46.5049.9829.6231.840.921.06Pull-out
50.7532.321.08Pull-out

SR-GFRP-10-5D-C7068.3543.540.82Rebar fracture
66.4565.9042.3341.981.270.99Rebar fracture
62.9040.060.89Rebar fracture

R-GFRP-6-5D-C7026.4546.801.65Pull-out
25.3025.8444.7645.712.041.81Pull-out
25.7545.581.73Pull-out

R-GFRP-15-5D-C70128.0536.254.21UPC split
116.25115.9832.9132.833.432.73Pull-out
103.6529.340.55Rebar fracture

R-GFRP-10-3D-C7037.3539.650.32Pull-out
30.6033.9032.4835.990.280.27Pull-out
33.7535.830.22Pull-out

R-GFRP-10-7D-C7060.6527.590.66Pull-out
65.6562.5329.8728.450.460.54Rebar fracture
61.3027.890.51Rebar fracture

R-GFRP-10-5D-C5051.0532.520.55Pull-out
47.9549.7730.5431.700.550.58Pull-out
50.3032.040.65Pull-out

R-GFRP-10-5D-C3045.0528.691.05Pull-out
42.4545.2327.0428.810.891.02Pull-out
48.2030.701.12Pull-out

R-BFRP-10-5D-C7067.3042.870.83Rebar fracture
64.5066.2041.0842.170.760.81Rebar fracture
66.8042.550.85Rebar fracture

: maximum bond force; : average maximum bond force; : maximum bond strength;: average maximum bond strength; : relative slippage; : average relative slippage. 5D denotes that the bond length between FRP bar and UPC was 5 times the diameter of the FRP bar and C70 denotes that the concrete cover thickness was 70 mm.