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Paper Title

PERFORMANCE OF JUTE FIBER IN CONCRETE MIX

Authors

Harsha S R , Mallikarjuna R , Dipak Kumar Kunwar , Rajendra V , Ashwini B T

Keywords

Jute Fiber, Compressive Strength, Tensile Strength

Abstract

Addition of fiber into concrete mix will result in reduction of water content in the mix as it is absorbed by the fiber, so workability of the mix will decrease with increase in percentage of fiber .From the test results it is clearly visible that addition of 0.5% of jute fiber to the concrete will increase the both Compressive and Tensile strength than 1% and 1.5% addition of fiber to concrete. Cement concrete composite is the most important building material and its consumption is increasing in all countries. The only disadvantage of cement concrete is its brittleness, with relatively low tensile strength and poor resistance to crack opening and propagation and negligible elongation at break. To overcome these discrepancies reinforcement with dispersed fibers might play an important role. Steel is the conventional reinforcing material in concrete

How To Cite

"PERFORMANCE OF JUTE FIBER IN CONCRETE MIX", IJRTI - International Journal for Research Trends and Innovation (www.IJRTI.org), ISSN:2456-3315, Vol.2, Issue 7, page no.130 - 134, July-2017, Available :https://ijrti.org/papers/IJRTI1707022.pdf

Issue

Volume 2 Issue 7, July-2017
Pages : 130 - 134

Other Publication Details

Paper Reg. ID: IJRTI_170432
Published Paper Id: IJRTI1707022
Downloads: 205,621
Research Area: Engineering
Country: Yadgiri, Karnataka, India

About Publisher

ISSN: 2456-3315 | IMPACT FACTOR: 10.57 Calculated By Google Scholar | ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 10.57 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator
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Publisher: IJRTI (JW Publication)

Licence

© 2017 — Authors hold the copyright of this article. This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition. This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits unrestricted use, distribution and reproduction in any medium, provided the original author and source are credited.
 Disclaimer: The content, data and findings in this article are based on the authors’ research and have been peer-reviewed for academic purposes only. Readers are advised to verify all information before practical or commercial use. The journal and its editorial board are not liable for any errors, losses or consequences arising from its use.
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