Experimental Assessment on the Flexural Bonding Performance of Concrete Beam with GFRP Reinforcing Bar under Repeated Loading

Table 1

Experimental bond strength and slip at peak stress.

	Measured maximum bond stress (MPa)		Slip at peak bond stress (mm)
	From force equilibrium	From reinforcing bar strain
	16.34	12.63	0.193
	15.11	9.06	0.125
	11	7.61	0.135
	12.22	6.88	0.168
	9.59	5.77	0.050
	8.07	6.03	0.060