An investigational behaviour of RCC Core Steel Composite Column

International Journal of Civil Engineering

© 2017 by SSRG - IJCE Journal

Volume 4 Issue 5

Year of Publication : 2017

Authors : Dr.MD.Subhan

10.14445/23488352/IJCE-V4I5P105

How to Cite?

Dr.MD.Subhan, "An investigational behaviour of RCC Core Steel Composite Column," SSRG International Journal of Civil Engineering, vol. 4,  no. 5, pp. 15-18, 2017. Crossref, https://doi.org/10.14445/23488352/IJCE-V4I5P105

Abstract:

Currently, Composite sections of the steel and concrete have been employed and deliberated around the world, yet filled tubular columns require more reflection. A substantially nonlinear model is proposed using ANSYS software with proper boundary conditions. This paper presents nonlinear finite element analysis of concrete enclosed steel column subjected to reverse cyclic, buckling and monotonic loading condition and to understand maximum deformation, load it can withstand, and stress distribution.

Keywords:

RCC core steel composite column, RC column.

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