The Effect of Waste Tyre Steel Fibers distribution Characteristics on the Flexural Strength of Concrete with Improving Environmental Impact in Pakistan
American Journal of Applied Scientific Research
Volume 3, Issue 5, September 2017, Pages: 49-55
Received: Mar. 20, 2017;
Accepted: Apr. 14, 2017;
Published: Nov. 28, 2017
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Rizwan Hussain Wagan, Sindh Building Control Authority, Government of Sindh, Sindh, Pakistan
Farhan Hussain Wagan, Department of Irrigation, Government of Sindh, Sindh, Pakistan
Imran Hussain Wagan, Civil Engineering Department, Quaid-e-Awam University, Nawabshah, Sindh, Pakistan
Ghulam Hussain Wagan, Department of Civil Engineering, Swedish Engineering College, Raheem Yar Khan, Punjab, Pakistan
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The use of vehicles in Pakistan is increasing day-by-day because of which disposal of solid waste to the landfills of used tyres is a serious issue to be solved for Pakistan EPA. Currently this industry is facing many challenges due to lack of support from government for the recycling and reuse of waste tyre by products but manually a large quantity of high strength steel fibers are being extracted from waste tyres, the dominant use of this tyre-derived fiber is a scrap steel to manufacture new iron or steel. This research study is focusing on the use of steel fibers extracted from waste tyres in concrete with different proportions to produce a concrete more strong than ordinary concrete (specially as a member like Beam) economical and cost effective. Different concrete specimens were fabricated and tested in uniaxial compression testing machine to find compression and splitting Beams for the Flexural Strength. The steel fibers were substituted into the concrete by dry weight of mix with 0%, 0.5%, 1%, 1.5%, 2% and 2.5%. Result shows that the flexural strength of concrete with 2.5% fibers improved up to 74%.
Waste Tyre Steel Fibers, Concrete, Flexural Strength, Moment of Inertia, Modulus of Elasticity, Results and Discussions
To cite this article
Rizwan Hussain Wagan,
Farhan Hussain Wagan,
Imran Hussain Wagan,
Ghulam Hussain Wagan,
The Effect of Waste Tyre Steel Fibers distribution Characteristics on the Flexural Strength of Concrete with Improving Environmental Impact in Pakistan, American Journal of Applied Scientific Research.
Vol. 3, No. 5,
2017, pp. 49-55.
Copyright © 2017 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/
) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
T. S. Lok, and J. R. Xiao. (1999) 'Flexural Strength Assessment of Steel Fiber Reinforced Concrete” Journal of Materials in Civil Engineering: 188-196.
Cengiz Duran Atis, Okan Karahan and Kamuran Ari et. al (2009) “Relation between Strength Properties (Flexural and Compressive) and Abrasion Resistance of Fiber (Steel and Polypropylene)-Reinforced Fly Ash Concrete” Journal of Materials in Civil Engineering ASCE: 402-408.
M. A. Aiello, F. Leuzzi, G. Centonze, A. Maffezzoli (2009) “Use of steel fibers recovered from waste tyres as reinforcement in concrete: Pull-out behavior, compressive and flexural strength” Department of Innovation Engineering, University of Salento, via Monteroni, 73100 Lecce, Italy.
S. K. Padmarajaiah, Ananth Ramaswamy (2002)." Flexural strength predictions of steel fiber reinforced high-strength concrete in fully-partially prestressed beam specimens". Department of Civil Engineering, IIT Roorkee, UP, Indiab Department of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.
Hamdy M. Mohamed, Radhouane Masmoudi. (2010) "Flexural strength and behavior of steel and FRP-reinforced concrete-filled FRP tube beams". Department of Civil Engineering, University of Sherbrooke, Quebec, Canada J1K 2R1.
Su Tae Kang a, Bang Yeon Lee b, Jin-Keun Kim c, Yun Yong Kim. (2010) "The effect of fiber distribution characteristics on the flexural strength of steelfiber-reinforced ultra high strength concrete". Structural Engineering & Bridges Research Division, Korea Institute of Construction Technology.
G. Centonze, M. Leone, M. A. Aiello, 2012. "Steel fibers from waste tires as reinforcement in concrete: A mechanical characterization". Department of Innovation Engineering, University of Salento, via Monteroni, 73100 Lecce, Italy Construction and Building Materials 36, 46–57.
M. N. Soutsos, T. T. Le, A. P. Lampropoulos (2012). "Flexural performance of fiber reinforced concrete made with steel and synthetic fibers". Construction and Building Materials 36, 704–710.
Singh S. P., Mohammadi Y., Madan S. K (2006). "Flexural fatigue strength of steel fibrous concrete containing mixed steel fibers". Journal of Zhejiang University SCIENCE A ISSN 1009-3095 (Print); ISSN 1862-1775 (Online) www.zju.edu.cn/jzus.
D. V. Soulioti, N. M. Barkoula, A. Paipetis and T. E. Matikas (2011). "Effects of Fiber Geometry and Volume Fraction on the Flexural Behaviour of Steel-Fiber". Reinforced Concrete Blackwell Publishing Ltd j Strain (2011) 47, e535–e541 541 doi: 10.1111/j.1475-1305.2009.00652.