Compressive Behaviour of RC Column with Fibre Reinforced Concrete Confined by CFRP Strips

Table 1

Experimental result of all specimens.

Designation of columns	Failure load; (kN)	% of reduction in axial deformation compared to CC1	Ductility	% of increase in axial load carrying capacity
FRC-CC	279.12	—	1.271	—
FRC-20-1	356.33	10.236	1.272	27.59
FRC-20-2	421.82	121.052	1.362	50.89
FRC-20-3	535.29	198.872	1.392	91.75
FRC-30-1	354.36	6.870	1.252	26.88
FRC-30-2	400.73	104.878	1.323	43.36
FRC-30-3	493.22	170.967	1.371	76.70