Structual behavoir of self compacting concrete Confined with ferrocement under axial compression

International Journal of Civil Engineering

© 2014 by SSRG - IJCE Journal

Volume 1 Issue 1

Year of Publication : 2014

Authors : M.Nandhinisree, N.Saravana kumar

10.14445/23488352/IJCE-V1I1P105

How to Cite?

M.Nandhinisree, N.Saravana kumar, "Structual behavoir of self compacting concrete Confined with ferrocement under axial compression," SSRG International Journal of Civil Engineering, vol. 1,  no. 1, pp. 20-22, 2014. Crossref, https://doi.org/10.14445/23488352/IJCE-V1I1P105

Abstract:

This Project involves an investigation about the structural behavior of Self Compacting Concrete column confined with Ferro Cement, which is a form of RC using closely spaced multiple layers of mesh (or) small diameter rods completely infiltrated with or encapsulated in mortar ,used to enhance the ductility and load carrying capacity. A total of 6 numbers of columns specimen were tested in this experimental investigation. The specimens are of size 700mm height and 130mm diameter. The concrete grade of M40 is used.. The columns are to be tested under concentric axial compressive force. The effect of tie yield strength, tie spacing on column strength, ductility and energy absorption capacity can be obtained from stress strain curves and total displacement curves.

Keywords:

Self compacting concrete, strength, ductility, energy absorption capacity.

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