Numerical Investigation of Carbon Fiber Reinforced Polymer Confined Concrete-Filled Steel Tube Columns under Eccentric Load

Table 4

summary of the circular columns for the parametric study.

Eccentricity, e (mm)	Height in (mm)
	720 mm	1000 mm	2000 mm	3000 mm
e = 0	C0S0	C0S0	C0S0	C0S0
	C0S1	C0S1	C0S1	C0S1
	C1S1	C1S1	C1S1	C1S1
	C3S1	C3S1	C3S1	C3S1
	C10S1	C10S1	C10S1	C10S1
e = 25	C0S0	C0S0	C0S0	C0S0
	C0S1	C0S1	C0S1	C0S1
	C1S1	C1S1	C1S1	C1S1
	C3S1	C3S1	C3S1	C3S1
	C10S1	C10S1	C10S1	C10S1
e = 50	C0S0	C0S0	C0S0	C0S0
	C0S1	C0S1	C0S1	C0S1
	C1S1	C1S1	C1S1	C1S1
	C2S1	C2S1	—	—
	C3S1	C3S1	C3S1	C3S1
	C5S1	C5S1	—	—
	C10S1	C10S1	C10S1	C10S1
e = 80	C0S0	C0S0	C0S0	C0S0
	C0S1	C0S1	C0S1	C0S1
	C1S1	C1S1	C1S1	C1S1
	C3S1	C3S1	C3S1	C3S1
	C10S1	C10S1	C10S1	C10S1
e = 120	C0S0	C0S0	C0S0	C0S0
	C0S1	C0S1	C0S1	C0S1
	C1S1	C1S1	C1S1	C1S1
	C3S1	C3S1	C3S1	C3S1
	C10S1	C10S1	C10S1	C10S1
e = 300	C0S0	C0S0	C0S0	C0S0
	C0S1	C0S1	C0S1	C0S1
	C1S1	C1S1	C1S1	C1S1
	C3S1	C3S1	C3S1	C3S1
	C10S1	C10S1	C10S1	C10S1