Research Article

Stiffness Analysis of Recycled Self-Compacting Concrete-Filled Circular Steel Tubular Columns under Eccentric Compression

Table 2

Mix proportion and mechanical properties of RSC.

Number IDWater (kg/m3)Sand (kg/m3)Cement (kg/m3)Fly ash (kg/m3)Water-reducing agent (kg/m3)Natural macadam (kg/m3)RCA (kg/m3)Cube strength (MPa)Compressive strength (MPa)Poisson’s ratioElasticity modulus (104 MPa)

S12107363051443.143798036.229.10.2172.63
S22107363051443.14339939934.627.80.1742.57
S32107363051443.143079833.026.30.1522.31
S41769363951511.638079853.442.80.1682.73
S51647364771131.770079861.849.50.1653.02