Prediction of Flexural Capacity of RC Beams Strengthened in Flexure with FRP Fabric and Cementitious Matrix

Table 6

Summary of experimental results.

Specimen ID	Ultimate load (kN)	Deflection at ultimate load (mm)	Percent increase over Control (%)	Failure mode
Control	44.5	11.0	—	Flexure
A1	58.6	18.0	131.7	Debonding
A2	62.7	15.5	141.0	Debonding
A3	83.6	22.0	187.9	Debonding
B1	65.5	22.9	147.2	Debonding
B2	73.7	15.6	165.6	Debonding
B3	97.8	21.6	219.8	Debonding