Enhancement Properties of Circular Column with the Help of Compression Members Increase Their Ductility

Deeksha Shrotriya; A. K. Jha; Shubham Shukla

Title:
Enhancement Properties of Circular Column with the Help of Compression Members Increase Their Ductility

Authors:
Shubham Shukla | Deeksha Shrotriya | A. K. Jha

Cite This Article :

Shubham Shukla | Deeksha Shrotriya | A. K. Jha "Enhancement Properties of Circular Column with the Help of Compression Members Increase Their Ductility" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-1, December 2021, pp.1197-1201, URL: https://www.ijtsrd.com/papers/ijtsrd47998.pdf

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Abstract :
Conventional steel tied reinforcement may not provide superior confinement for reinforced cement concrete columns (RCC). Based on different experimental observations and theoretical literature review many materials like FRP, WWF etc. were used as reinforcements to increase the load bearing capacity and ductility of the structural members. So, one such material welded wire mesh (WWM) we have used in this project work in order to improve the confinement and ductility. This whole project aims to define how confinement and improvement in confinement will help compression members (Circular column) to increase their ductility. So, we used a welded wire mesh in addition to the previous reinforcement. Sample used were categorized in two categories, samples confined using conventional methods and others with improved confinement.

Keywords :
Conventional, steel tied, ductility, wire mesh, confinement, reinforcement

Publication Details:

Unique Identification Number : IJTSRD47998

Published In : Volume-6 | Issue-1, December 2021

Page Number(s) : 1197-1201

Publisher Name : IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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