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

Table 7

Database for RC beams strengthened with FRCM composite.

Reference	Specimen ID	(mm)	(mm)	(mm)	(mm^2)	(MPa)	(MPa)	(GPa)	(mm)	Number of plies
Project study	A1	170	270	300	142.6	480	28.0	240	0.107	1
	A2	170	270	300	142.6	480	28.0	240	0.107	2
	A3	170	270	300	142.6	480	28.0	240	0.107	3
	B1	170	270	300	142.6	480	28.0	240	0.162	1
	B2	170	270	300	142.6	480	28.0	240	0.162	2
	B3	170	270	300	142.6	480	28.0	240	0.162	3
Babaeidarabad et al. [1]	L_1	152	260	305	258	276	29.1	280	0.05	1
	L_4	152	260	305	258	276	29.1	280	0.05	4
	H_1	152	260	305	258	276	42.91	280	0.05	1
	H_4	152	260	305	258	276	42.91	280	0.05	4
Ombres [6]	S2_T1_P2	150	230	250	157	525.9	23.02	270	0.045	2
	S2_T1_P3	150	230	250	157	525.9	23.02	270	0.045	3
	S2_T2_P2	150	230	250	157	525.9	22.39	270	0.045	2
	S2_T2_P3	150	230	250	157	525.9	22.39	270	0.045	3
Loreto et al. [7]	L_1_X	305	129	152	213.9	414	29.1	280	0.05	1
	L_4_X	305	129	152	213.9	414	29.1	280	0.05	4
	H_1_X	305	129	152	213.9	414	42.91	280	0.05	1
	H_4_X	305	129	152	213.9	414	42.91	280	0.05	4