Experimental Study compared with Various International codes - Concrete- filled – Double skin Circular Tubular Steel Concrete column

International Journal of Civil Engineering

© 2017 by SSRG - IJCE Journal

Volume 4 Issue 4

Year of Publication : 2017

Authors : Usha Sivasankaran, Dr. S. Seetha Raman

10.14445/23488352/IJCE-V4I4P109

How to Cite?

Usha Sivasankaran, Dr. S. Seetha Raman, "Experimental Study compared with Various International codes - Concrete- filled – Double skin Circular Tubular Steel Concrete column," SSRG International Journal of Civil Engineering, vol. 4,  no. 4, pp. 39-44, 2017. Crossref, https://doi.org/10.14445/23488352/IJCE-V4I4P109

Abstract:

Six Specimens with three different volume fractions of steel fibers are cast and tested. Experiments on circular steel tubes in – filled with steel fiber reinforced concrete (SFRC) and normal concrete have been performed to investigate the contribution of steel fibers to the load bearing capacity of Short Composite Columns . The main variable considered in the test study is the percentage of steel. fibers added to the in – filled concrete. All the specimens were tested under axial failure state realization. This project presents the percentage Variation in the compression strengths of the 3 types of Composite members taken under Study. The results show that 1.5% SFRC in filled steel columns exhibit enhanced ultimate load carrying compression until capacity. Experimental studies compared with American code.

Keywords:

component; formatting; style; styling; insert.

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