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

Table 6

Effect of the CERP and steel tube confinement with increased load eccentricity.

Height of column (mm)	Type of specimen	Eccentricity (mm)
		0	25	50	80	120	300
720	C0S0	3950.38	3324.68	2632.94	1961.83	1326.38	431.19
	%		−15.84	−33.35	−50.34	−66.42	−89.08
	C0S1	4542.43	3900.59	3264.75	2645.06	1870.38	603.50
	%		−14.13	−28.13	−41.77	−58.82	−86.71
	C3S1	4732.77	4273.10	3580.69	2891.55	1996.37	625.86
	%		−9.71	−24.34	−38.90	−57.82	−86.78
	C10S1	5141.42	4643.90	4162.72	3596.19	2365.91	652.30
	%		−9.68	−19.04	−30.05	−53.98	−87.31