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Flexural Behaviour of Steel Fiber Reinforced GEO-Polymer Concrete

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Flexural Behaviour of Steel Fiber Reinforced GEO-Polymer Concrete


S Elambarithi | Mr. S. Raajamurugan



S Elambarithi | Mr. S. Raajamurugan "Flexural Behaviour of Steel Fiber Reinforced GEO-Polymer Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-5, August 2021, pp.939-943, URL: https://www.ijtsrd.com/papers/ijtsrd44984.pdf

Concrete is the most used development fabric from historic days. It used to be anticipated that the manufacturing of cement would be accelerated from about from 1.5 billion lots in 1995 to 2.2 billion lots in 2020. But 2018 china the usage of 2.37 billion lots individually. India is the 2nd biggest producer of cement in the world. Cement enterprise is anticipated to attain 550 – 600 million lots per annum at 2025. The cement manufacturing contributes almost 8% of worlds world warming due to emission of greenhouse gases, such as CO2, to the atmosphere. Hence, it is indispensable to discover a replacement cloth for cement. The technological know-how Geo-polymer concrete determined as choice for this problem. In this existing research, cement is changed with Fly Ash and GGBS in distinct percentages with steel fibers. The research exhibit that the load carrying capability of most of the gpc combine was once in the most instances extra than that of traditional normal Portland cement concrete mix. The clean and hardened homes of geo-polymer concrete had been observed with and except metal fiber. The mechanical traits of all the examined mixes are to be more suitable with the aid of the GGBS content, in each undeniable and metal fiber strengthened geo-polymer concrete. A comparative evaluation has been carried out for regular traditional concrete to that of the metal fiber strengthened geo-polymer concrete below ambient curing in relation to compressive, break up tensile, flexural strengths. As the fiber content material normally will increase compressive, cut up tensile and flexural strengths are proportionally increased.

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IJTSRD44984
Volume-5 | Issue-5, August 2021
939-943
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)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

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