Application of Recycled Coarse Aggregate in Steel Tubular Members

Recycled aggregate from the demolition of buildings provides a sustainable solution in reducing the space required for dumping demolished waste as landfill and also reduces the consumption of natural aggregate. A percentage of recycled coarse aggregate can be used in structural members which can be...

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Main Author: Gajalakshmi Pandulu, Revathy Jayaseelan , Mohana Priya
Format: Article
Language:English
Published: Technoscience Publications 2020-06-01
Series:Nature Environment and Pollution Technology
Online Access:http://neptjournal.com/upload-images/(28)B-3629-Final.pdf
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spelling doaj-dcb2f7d5182e42429f094652396711a62020-11-25T03:53:15ZengTechnoscience PublicationsNature Environment and Pollution Technology0972-62682395-34542020-06-0119272973710.46488/NEPT.2020.v19i02.028Application of Recycled Coarse Aggregate in Steel Tubular MembersGajalakshmi Pandulu, Revathy Jayaseelan , Mohana PriyaRecycled aggregate from the demolition of buildings provides a sustainable solution in reducing the space required for dumping demolished waste as landfill and also reduces the consumption of natural aggregate. A percentage of recycled coarse aggregate can be used in structural members which can be economical and environmentally useful. This experimental study consists of three phases. In Phase I, an attempt was made to use Recycled Coarse Aggregate (RCA) in place of Natural Coarse Aggregate(NCA) in concrete. Experimental results of concrete for various combinations of RCA with NCA wereanalysed numerically for the optimum value using Taguchi’s method. In Phase II, the confirmation study was conducted to study the strength and durability characteristics of concrete made with the optimized value of recycled aggregate. In Phase III, the application of optimized recycled coarse aggregate concrete was done by conducting a study on the load-carrying capacity of recycled coarse aggregate concrete-filled steel tube members. The results revealed that there is a marginal increase in load-carrying capacity of recycled coarse aggregate concrete-filled steel tube members than natural coarse aggregate concrete-filled steel tube members. This application proves to be ecofriendly and environmentally sustainable by using the demolished concrete in the structural member.http://neptjournal.com/upload-images/(28)B-3629-Final.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Gajalakshmi Pandulu, Revathy Jayaseelan , Mohana Priya
spellingShingle Gajalakshmi Pandulu, Revathy Jayaseelan , Mohana Priya
Application of Recycled Coarse Aggregate in Steel Tubular Members
Nature Environment and Pollution Technology
author_facet Gajalakshmi Pandulu, Revathy Jayaseelan , Mohana Priya
author_sort Gajalakshmi Pandulu, Revathy Jayaseelan , Mohana Priya
title Application of Recycled Coarse Aggregate in Steel Tubular Members
title_short Application of Recycled Coarse Aggregate in Steel Tubular Members
title_full Application of Recycled Coarse Aggregate in Steel Tubular Members
title_fullStr Application of Recycled Coarse Aggregate in Steel Tubular Members
title_full_unstemmed Application of Recycled Coarse Aggregate in Steel Tubular Members
title_sort application of recycled coarse aggregate in steel tubular members
publisher Technoscience Publications
series Nature Environment and Pollution Technology
issn 0972-6268
2395-3454
publishDate 2020-06-01
description Recycled aggregate from the demolition of buildings provides a sustainable solution in reducing the space required for dumping demolished waste as landfill and also reduces the consumption of natural aggregate. A percentage of recycled coarse aggregate can be used in structural members which can be economical and environmentally useful. This experimental study consists of three phases. In Phase I, an attempt was made to use Recycled Coarse Aggregate (RCA) in place of Natural Coarse Aggregate(NCA) in concrete. Experimental results of concrete for various combinations of RCA with NCA wereanalysed numerically for the optimum value using Taguchi’s method. In Phase II, the confirmation study was conducted to study the strength and durability characteristics of concrete made with the optimized value of recycled aggregate. In Phase III, the application of optimized recycled coarse aggregate concrete was done by conducting a study on the load-carrying capacity of recycled coarse aggregate concrete-filled steel tube members. The results revealed that there is a marginal increase in load-carrying capacity of recycled coarse aggregate concrete-filled steel tube members than natural coarse aggregate concrete-filled steel tube members. This application proves to be ecofriendly and environmentally sustainable by using the demolished concrete in the structural member.
url http://neptjournal.com/upload-images/(28)B-3629-Final.pdf
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