Research Article

Shear Strengthening Performance of Hybrid FRP-FRCM

Table 5

Summary of test results.

Specimen IDMaximum load
(kN)
Displacement corresponding to maximum load
(mm)
Gain of maximum load
(%)
Failure mode

Control1057.2ā€”Shear

S30017220.263.8Flexure
S20016819.260.0

W600-L11438.336.2Debonding
W600-L215210.244.8
W50-N41176.711.4
W50-N51235.317.1
W50-N61277.421.0
W100-N31216.215.2
W100-N41448.637.1
W600-N11629.254.3