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

Figure 8

Effect of structural steel shape on load-deformation response: (a) group 1, s = 50 mm; (b) group 1, s = 100 mm, (c) group 2, s = 50 mm, (d) group 2, s = 100 mm, (e) group 3, s = 50 mm, and (f) group 3, s = 100 mm.

(a)

(b)

(c)

(d)

(e)

(f)