Prediction of Load Capacity Variation in FRP Bonded Concrete Specimens Using Brownian Motion

Table 2

Specimens of Wan et al. [17] and their fracture energy bounds.

Specimens	(N)	(mm)	Theoretical; (N/mm)	lower bound; (N/mm)	upper bound; (N/mm)	upper and lower bounds away from theoretical; (%)
C4B1S1	515.86	0.58	0.545	0.467	0.622	14.13
C4B1S2	553.09	0.79	0.273	0.191	0.355	30.0
C4B1S3	518.63	0.87	0.417	0.347	0.467	12.0
C4B1S4	545.67	0.98	0.436	0.392	0.480	10.1
C4B1S5	380.97	0.68	0.391	0.342	0.440	12.5
					Average (%)	15.74