Shear Strengthening of RC Beams with FRP Composites: Database of FE Simulations and Analysis of Studied Parameters

Table 2

Database of numerical studies assessing parameters of RC beams strengthened in shear with FRP bars and validating with experimental tests.

Database of FE conducts on reinforce concrete beam strengthened by FRP bars
Geometry of beams					Properties of concrete			Configuration		Results
Specimen	Section	(mm)	(mm)					Fiber	Configuration	(KN)	(KN)
Hawileh et al. [54]
FE SPEC-1	R	320	200	5	25	1.79	0	G	NSM	92.68	95.05
Godat et al. [55]
S0-ETS	T	350	152	3	25	0.35	0	C	ETS	273	301.4
S1-ETS	T	350	152	3	25	0.35	0.3779	C	ETS	397	417.9
S3-ETS	T	350	152	3	25	0.35	0.2543	C	ETS	425.5	428
Qapo et al. [56]
S0-12d130s	T	350	152	3	25	0.35	0	C	ETS	180.8	179.6
1-12d260s	T	350	152	3	25	0.35	0.3779	C	ETS	266.6	271.5
R00	T	295	125	3.05	17.4	1.77	0.292	C	ETS	142	150.6
Specimen 8	R	189	110	3.17	47	0.934	0	A	ETS	32	33.3
Specimen 9	R	189	110	3.17	47	0.934	0	A	ETS	32	31.9
Specimen 10	R	189	110	3.17	47	0.394	0	A	ETS	30	31.5
Hawileh et al. [57]
B1	R	200	300	3.5/11.5	52.3	0.28	0	C	FRP bars	84	81.1
B2	R	300	300	3.5/6.5	52.3	0.35	0	C	FRP bars	94	81.6
B3	R	400	300	3.5/4	52.3	0.58	0	C	FRP bars	102	91.9
B4	R	500	300	3.5/2.5	52.3	0.58	0	C	FRP bars	162	161.6
B5	R	400	300	6.5/1	52.3	0.58	0	C	FRP bars	381	417.5
B6	R	400	300	6/1.5	52.3	0.73	0	C	FRP bars	309	313.2
Shomali et al. [58]
B3-NSM-30	R	262	200	2.29	32	1.79	0	C	NSM	210	224.7
B4-NSM-30	R	262	200	2.29	34	1.79	0.264	C	NSM	262	280.34