Study on Mechanical Behavior of Fully Encased Composite Slender Columns with High-Strength Concrete Using FEM Simulation

Table 8

Geometrical properties of selected FEC test columns for validation.

References	Column ID	Dimensions		Reinforcements		Structural steel
		B × D (mm)	L (mm)	Main bar	Tie bar		Shape
[4]	A1	180 × 160	3500	4-Ø12 mm	Ø8@150 mm	100 × 68 × 4.5 × 7.6	I
[14]	C7	200 × 200	1400	4-Ø12 mm	Ø8@100 mm	100 × 3.5	Circular
	C9	200 × 200	1400	4-Ø12 mm	Ø8@100 mm	No. 10	I
[6]	S690-C90-SP60-H	260 × 260	600	8-Ø13 mm	Ø10@60 mm	160 × 160 × 10 × 18	H