Bearing Capacity of Recycled Self-Compacting Concrete-Filled Circular Steel Tubular Long Columns Subjected to Axial Load

<div>Effects of the studied parameters on the deformation of the specimens. (a) RSCC strength grade. (A) Ultimate longitudinal strain. (B) Ultimate circumferential strain. (b) Slenderness ratio. (A) Ultimate longitudinal strain. (B) Ultimate circumferential strain.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Bearing Capacity of Recycled Self-Compacting Concrete-Filled Circular Steel Tubular Long Columns Subjected to Axial Load 