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

Table 8

Comparisons between test results and analytical results.

Reference	Specimen ID	(kN)	(kN)	/
Project study	A1	58.58	58.57	1.00
	A2	62.70	71.26	0.88
	A3	83.60	82.25	1.02
	B1	65.52	62.70	1.05
	B2	73.68	78.14	0.94
	B3	97.76	91.46	1.07
Babaeidarabad et al. [1]	L_1	67.70	62.51	1.08
	L_4	99.00	90.76	1.09
	H_1	63.00	64.76	0.97
	H_4	96.80	96.51	1.00
Ombres [6]	S2_T1_P2	66.00	55.10	1.20
	S2_T1_P3	71.39	60.37	1.18
	S2_T2_P2	52.86	54.89	0.96
	S2_T2_P3	55.71	60.10	0.93
Loreto et al. [7]	L_1_X	45.01	44.25	1.02
	L_4_X	65.30	71.50	0.91
	H_1_X	42.00	46.48	0.90
	H_4_X	65.76	77.48	0.85
Mean				1.00
Standard deviation				0.094