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Experimental Behaviour of Steel Tubular Columns for Varying in Filled Concrete
2017
Archives of Civil Engineering
This paper investigates the behaviour of axially-loaded tubular columns filled with M20 grade concrete and partially replaced concrete. The parameters varying in the study are slenderness ratio (13.27, 16.58 & 19.9), and normal M20 grade concrete, partially replaced quarry dust and concrete debris. The effects of the various concrete mixes and composite action between the steel tube and the concrete core are studied and a graph visualizing the differences between the load carrying capacity and
doi:10.1515/ace-2017-0046
fatcat:w43ypflqmjbzbejpdkdqoaoedm