Behaviour of Eccentric Concrete Columns Reinforced with Carbon Fibre-Reinforced Polymer Bars

Table 1

Details of tested specimens.

G.	No.	Specimen	e/h	ρ (%)	Type of reinforcement	Longitudinal reinforcement	Transversal reinforcement
1	1	S12-T90-E0.0	0.0	2.0	Steel	4Ø12 mm	Ø6@90 mm
	2	S12-T90-E0.5	0.5
	3	S12-T90-E1.0	1.0
2	4	C10-T90-E0.0	0.0	1.4	CFRP	4Ø10 mm	Ø6@90 mm
	5	C10-T90-E0.5	0.5
	6	C10-T90-E1.0	1.0
3	7	C12-T90-E0.0	0.0	2.0	CFRP	4Ø12 mm	Ø6@90 mm
	8	C12-T90-E0.5	0.5
	9	C12-T90-E1.0	1.0
4	10	C16-T90-E0.0	0.0	3.6	CFRP	4Ø16 mm	Ø6@90 mm
	11	C16-T90-E0.5	0.5
	12	C16-T90-E1.0	1.0
5	13	C12-T140-E0.0	0.0	2.0	CFRP	4Ø12 mm	Ø6@140 mm
	14	C12-T140-E0.5	0.5
	15	C12-T140-E1.0	1.0
6	16	C12-T40-E0.0	0.0	2.0	CFRP	4Ø12 mm	Ø6@40 mm
	17	C12-T40-E0.5	0.5
	18	C12-T40-E1.0	1.0