1. Experimental study on load carrying capacity of steel concrete composite column under axial compression
Authors : S.prabhakaran, S.kalaiselvi
Pages : 83-88
DOI : http://dx.doi.org/10.21172/1.82.013
Keywords : : in-filled composite column, shear connectors. Abstract :This paper presents design of steel - concrete in-filled composite columns with and without shear connectors. A Column length of 1.04 m has been proposed with steel thickness of 1.5 mm. The column has been fabricated with the infilling of M 20 grade of concrete. The red oxide paint has been applied on the column to prevent from rusting. The axial compression load carrying capacity of steel-concrete in filled composite columns with and without connectors has been found out by using the loading frame machine of capacity of 200 tonnes the ultimate strength of the in-filled composite column with and without shear connectors has been noted. The failure modes of both the in-filled columns have been observed. It is evident that the load carrying capacity of column with shear connectors is high compared to column without shear connectors.
Citing this Journal Article :S.prabhakaran, S.kalaiselvi, "Experimental study on load carrying capacity of steel concrete composite column under axial compression", Volume 8 Issue 2 - March 2017, 83-88
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