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Strengthening the Properties of Concrete using Banana Fiber and Coconut Fiber

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Strengthening the Properties of Concrete using Banana Fiber and Coconut Fiber


R. Kiruthigasri | T. Sathishkumar



R. Kiruthigasri | T. Sathishkumar "Strengthening the Properties of Concrete using Banana Fiber and Coconut Fiber" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-4, June 2020, pp.111-115, URL: https://www.ijtsrd.com/papers/ijtsrd30901.pdf

This is an experimental research on the homes of coconut fibers and banana fibers mreinforced concrete with simple concrete of M20 grade. Fiber strengthened concrete is a composite cloth consisting of combinations of cement, mortar, or concrete and discontinuous, discrete, uniformly dispersed appropriate fibers. Some of the fibers that may want to be used are metal fibers, polypropylene, nylon, asbestos, coir, glass and carbon. Fiber reinforcement is oftentimes used to supply longevity and ductility to brittle cementations matrices. Natural fibers such as coconut fibers and banana fibers broadly reachable global in massive quantity. This find out about offers use of agricultural waste fabric into concrete, which stronger the residences of concrete and makes surroundings eco- friendly. The addition of coconut fibers and banana fibers extended the engineering residences of the concrete sturdiness and tensile strength. Coconut fibers and banana fibers are environmental pleasant and existing essential attributes such as low density, mild weight, low cost, non –corrosiveness, excessive tensile strength. In this find out about coconut fibers 80% and banana fibers 20% as composite had been brought to M20 grade concrete in specific share 0%, 0.5% 1.5%, 2.0%, 2.5%, by way of weight of cement. The widespread cubes, cylinders, and beams for traditional concrete and coconut fibers and banana fibers bolstered concrete had been organized and examined in the laboratory. Mechanical homes such as compressive, break up tensile and flexural power have been determined. The end result suggests that, compressive strength, cut up tensile energy and flexural energy marginally improved.

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IJTSRD30901
Volume-4 | Issue-4, June 2020
111-115
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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