Enhancing M30 Grade Concrete: A Comparative Study of Hooked vs. Crimped Steel Fibers in Fly Ash Mixes
Abstract
The realm of concrete offers vast opportunities for inventive applications, design, and construction methodologies, given its adaptability and cost-effectiveness. Its versatility in meeting diverse requirements has established it as a highly competitive building material. To address escalating structural demands and harsh environmental factors, new cementitious materials and concrete composites are continually being developed, followed by the need for enhanced durability and performance, as well as pressure to utilize industrial waste materials. The research explores the impact of incorporating fly ash and steel fiber into M30-grade concrete, alongside cement, coarse, and fine aggregate, through experimental methods, with the primary aim of determining optimal ingredient proportions for achieving desired strength. The study evaluates compressive strength variations with fly ash ranging from [10%] to [30%] while hooked and crimped steel fibers [ranging from 0% to 1.5%] in concrete, alongside cement, fine and coarse aggregate. Environmental considerations and the imperative to utilize industrial waste have significantly contributed to advancements in concrete technology and sustainability. Through meticulous analysis of results, meaningful inferences are made in relation to the strength attributes of fly ash fiber-reinforced concrete. Two sets of experiments were conducted, one altering fly ash content while maintaining fixed steel fiber content, and the other varying steel fiber content while keeping other parameters constant. The study aims to provide practical insights for engineers seeking cost-effective and sustainable building construction methods, adhering to specified norms (IS Code: 456-2000).
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R.S. Sooraj Chandra, M.V. Sabeena, Experimental and Analytical Approach to Study the Effect of Tension Stiffening and Cracking in Fibre Reinforced Concrete. International Journal of Innovative Research in Science, Engineering and Technology, 5(8), (2016) 15348-15359.
R. Siddique, D. Kaur, Properties of concrete containing ground granulated blast furnace slag (GGBFS) at elevated temperatures, Journal of Advanced Research, 3(1),( 2012) 45-51. https://doi.org/10.1016/j.jare.2011.03.004.
Nawaz, Disposal and Utilization of Fly Ash to Protect the Environment. International Journal of Innovative Research in Science, Engineering and Technology, 2(10), (2013) 5259-5266.
S.S. Anita Bhatia, P.G. Jain Subodh, Greener concrete using coal industrial waste (fly ash): an efficient, cost-effective, and eco-friendly construction material for the future. Journal of Science and Technology Advances, 1(1), (2016) 8-14.
Edwin S. Newman, A Study of the Determination of the Heat of Hydration of Portland Cement. Journal of Research of the National Bureau of Standards, 45(5), (1950) 411-417.
R. Vasudev, B.G. Vishnuram, Studies on Steel Fibre Reinforced Concrete – A Sustainable Approach. International Journal of Scientific & Engineering Research, 4(5), (2013)1941-1944.
Falah M. Wegian, Anwar A. Alanki, Hana M. Alsaeid, Fahad A. Alotaibi. Influence of Fly Ash on Behavior of Fiber Reinforced Concrete Structures. Journal of Applied Sciences, 11(17), (2011) 3185-3191. https://doi.org/10.3923/jas.2011.3185.3191
Copyright (c) 2024 Vishal Gupta, Saksham, Nitesh Aggarwal, Deepak Sharma, Ritu Raj

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