Research Article

Axial Loading Behaviour of Self-Compacting Concrete-Filled Thin-Walled Steel Tubular Stub Columns

Table 1

Geometric and material properties of specimens.

No.D × t × LL/DD/tConcrete propertiesSteel properties
mm × mm × mmf ck (MPa)E c/(×104MP)F y (MPa)E s/(×105MP)μ s

N-T1-1140 × 1.2 × 4203.00116.765.83.01345.01.810.3
N-T1-2140 × 1.2 × 4203.00116.765.83.01345.01.810.3
N-T2-1140 × 3 × 4203.0046.765.83.01358.32.020.28
N-T2-2140 × 3 × 4203.0046.765.83.01358.32.020.28