Shear Strengthening Performance of Hybrid FRP-FRCM

Table 7

Geometry and material properties of RC beam specimens of experimental test database.

Reference	Specimen ID
		(mm)	(mm)	(mm)	(MPa)	(mm^2)	(MPa)	(mm)	(mm)	(mm)
[4]	SB-GT	150	307.5	350	37.5	—	—	—	1000	1000	3.25
	UW-GT	150	307.5	350	37.5	—	—	—	1000	1000	3.25
	SB-CT1	150	307.5	350	37.5	—	—	—	1000	1000	3.25
	UW-CT1	150	307.5	350	37.5	—	—	—	1000	1000	3.25
	SB-CT2	150	307.5	350	37.5	—	—	—	1000	1000	3.25
	UW-CT2	150	307.5	350	37.5	—	—	—	1000	1000	3.25
[10]	Beam 4	150	295	350	50.1	56.55	384	180	900	675	3.05
[11]	TRA1	150	225	250	30.76	100.53	446.06	292	675	675	3.00
	TRA2	150	225	250	30.76	100.53	446.06	260	675	345	3.00
	TRB1	150	225	250	45.02	100.53	442.25	210	625	625	2.78
	TRB2	150	225	250	29.16	100.53	442.25	210	625	625	2.78
	TRB3	150	225	250	29.16	100.53	442.25	210	625	295	2.78
	TRB4	150	225	250	38.26	100.53	442.25	210	625	295	2.78
	TRB5	150	225	250	38.26	100.53	442.25	210	625	295	2.78
[14]	BS2	150	175	200	20	—	—	—	400	400	2.29
	BS3	150	175	200	20	—	—	—	400	400	2.29
	BS4	150	175	200	20	—	—	—	400	400	2.29
	BS5	150	175	200	20	—	—	—	400	400	2.29