Abstract
This paper aims at presenting an extensive critical review of the steel-concrete composite column section infilled with Self Compacting Concrete (SCC). Modern construction widely uses Concrete filled Steel Tubes (CFST) a composite section that enhances the structural capacity of the section and improved stiffness. This paper outlines the research work carried out on the structural behaviour of composite columns with SCC infills of different grades subjected to various loadings and analyzed experimentally and numerically and summarized in the tabular form. In addition, design code formulae for predicting the ultimate load carrying behaviour of the CFST section also highlighted in this paper. Keywords: Composite columns, CFST, Self-compacting concrete, CCR, Slenderness ratio, Bond strength.
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