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Experimental Study on Fly Ash Based Slurry Infiltrated Fiber Concrete Beam Incorporate with Lathe Waste
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The main responsibility of a Civil Engineer is to provide a safe working environment to future developments. The ultimate objective of this study is to know the behavior of SIFCON beam while adding lathe waste into that. SIFCON have high strength as well as large ductility because of its tensile strength was high. In this experiment is done in two stages. In initial stage fly ash must be added in the various proportion, i.e. 10%, 20%, 30%, 40%, 50% and 60% from which optimum fly ash additive is obtained. In addition to that lathe waste is added to concrete in various proportion, i.e. 2%, 4%, 6% and 8% is done to get optimum lathe waste level. At the age of 28 days the SIFCON beam is tested up to failure for determining its structural behavior.
Keywords
Deflection, Ductility Factor, Flexural Strength, Fly Ash, Steel Fiber (Lathe Waste), Stiffness.
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- B. Abdollahi, M. Bakhshi, Z. Mirzaee, M. Shekarchi, and M. Motavalli, “SIFCON strengthening of concrete cylinders in comparison with conventional GFRP confinement method,” Construction and Building Materials, vol. 36, pp. 765-778, 2012.
- C. Lin, O. Kayali, E. V. Morozov, and D. J. Sharp, “Integrated Plain and Slurry Infiltrated Fibre Concrete (IPSIFCON) composite beams,” 16th International Conference on Composite Structures, vol. 8, p. 16, 2011.
- Ç. Yalçınkaya, A. Beglarigale, and H. Yazıcı, “The effect of metakaolin and end type of steel fibre on fibre SIFCON matrix bond characteristics,” Usak University Journal of Material Sciences, vol. 1, pp. 97-105, 2014.
- K. Dagar, “Slurry Infiltrated Fibrous Concrete (SIFCON),” International Journal of Applied Engineering and Technology, vol. 2, no. 2, pp. 99-100, 2012.
- IS: 2386-1963 (Part 3). “Methods of test for aggregates for concrete,” Bureau of Indian Standards, New Delhi, India.
- IS: 456-2000. “Indian standard code of practice for plain and reinforcement concrete,” Bureau of Indian Standards, New Delhi, India.
- S. M. Jayashree, R. R. Bharatwaj, and M. H. Santhi, “Flexural behaviour of SIFCON beams,” International Journal of Engineering Research and Technology (IJERT), vol. 2, no. 2, pp. 1-7, 2013.
- S. Jain, and G. Kumar, “Effect of fiber volume and partial replacement of cement by GGBS on flexural strength of SIFCON,” International Journal of Engineering Research and Technology (IJERT), vol. 4, no. 6, pp. 268-269, June 2015.
- H. S. Rao, V. G. Ghorpade, N. V. Ramana, and K. Gnaneswar, “Response of SIFCON two-way slabs under impact loading,” International Journal of Impact Engineering, vol. 37, no. 4, pp. 452-458, April 2010.
- P. Shrivastava, and Y. P. Joshi, “Reuse of lathe waste steel scrap in concrete pavements,” International Journal of Engineering Research and Applications, vol. 4, no. 12, pp. 45-54, 2014.
- B. Subathra, and T. Pradeep, “Experimental study on mechanical properties of SIFCON,” International Journal of Science and Engineering Research, vol. 3, no. 2, pp. 568-572, 2015.
- M. S. Shetty, Concrete Technology, ed. 2005, S. Chand and Company Ltd., pp. 428-431, 2009.
- A. A. Thomas, and J. Mathews, “Strength and behaviour of SIFON with different types of fibers,” International Journal of Civil Engineering and Technology (IJCIET), vol. 5, no. 12, pp. 25-30, 2014.
- G. Vijayakumar, P. Senthilnathan, K. Pandurangan, and G. Ramakrishna, “Impact and energy absorption characteristics of lathe scrap reinforced concrete,” International Journal of Structural and Civil Engineering Research , Vol. 1, no. 1, pp. 60-66, November 2012.
- H. Yazici, H. Yigiter, S. Aydin, and B. Baradan, “Autoclaved SIFCON with high volume class C fly ash binder phase,” Cement and Concrete Research, vol. 36, no. 3, pp. 481-486, March 2006.
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