Authors:
Iqtidar Ali,Fawad Ahmad,Muhammad Zeeshan Ahad,DOI NO:
https://doi.org/10.26782/jmcms.2020.09.00022Keywords:
:lathe waste steel fiber,Fiber reinforcement, workability test,Mechanical strength,Scanning Electron microscopy,Abstract
Since it works well, concrete is a critical building element. Researchers seek to develop their properties more to make them more economical. Different waste materials and fibers in concrete are checked for this reason. The research aims at analyzing and evaluating the mechanical performance of the compressive, splitting tensile and bending strength of concrete with the addition of lathe as steel fiber refurbishment into the matrix of cement. Different mixes of 0 percent, 0.5 percent, 1 percent, 1.5 percent, 2.5 and 3 percent waste fiber are produced. Results demonstrated that the slump value of mixes decreases, as fiber reinforcement, the higher the waste, the lower the workability. Adding the lathe waste to concrete increases the structural properties of concrete, such as compressive, tensile and bend strength. The application of 1.5% of lathe waste raises compressive intensity up to 26.52%, of 13.70% and 16.12%, respectively, for 7, 14 and 28 cure days. With the introduction of 1.5% of the waste lathe, tensile intensity rises to 20.84% for 28 days. Also bending strength was improved by increasing lathe waste steel fibers.Refference:
I. Bazgir, A., 2016. The behavior of steel fibre reinforced concrete material and its effect on the impact resistance of slabs (Doctoral dissertation, City University London).
II. Boulekbache, B., Hamrat, M., Chemrouk, M., and Amziane, S., 2010. Flowability of fibre-reinforced concrete and its effect on the mechanical properties of the material. Construction and Building Materials, 24(9), pp.1664-1671.
III. De Lacalle, L.N.L., Lamikiz, A., de Larrinoa, J.F., and Azkona, I., 2011. Advanced cutting tools. In Machining of hard materials (pp. 33-86). Springer London.
IV. Hollaway, L.C., 2010. A review of the present and future utilization of FRP composites in the civil infrastructure concerning their important in-service properties. Construction and building materials, 24(12), pp.2419-2445.
V. Hansen, T.C., 1986. Recycled aggregates and recycled aggregate concrete second state-of-the-art report developments 1945–1985. Materials and Structures, 19(3), pp.201-246.
VI. Johnston, C.D., 1985, April. Properties of steel fibre reinforced mortar and concrete. In Proceedings of International Symposium on Fibrous Concrete (pp. 29-47).
VII. Knapton, J., 2003. Ground bearing concrete slabs: specification, design, construction, and behavior. Thomas Telford.
VIII. Kosmatka, S.H., Kerkhoff, B. and Panarese, W.C., 2002. Design and control of concrete mixtures (Vol. 5420, pp. 60077-1083). Skokie, IL: Portland cement Association.
IX. Kumar, P.K., and Kumar, M., 2017. Experimental Investigations on Cement Concrete by Using Different Steel Waste as a Fibre to Strengthen the M30 Concrete. Imperial Journal of Interdisciplinary Research, 3(6).
X. Li, V.C., 2002. Large volume, high‐performance applications of fibers in civil engineering. Journal of Applied Polymer Science, 83(3), pp.660-686.
XI. Morgan, D.R., and Mowat, D.N., 1984. A comparative evaluation of plain, mesh, and steel fiber reinforced concrete. Special Publication, 81, pp.307-324.
XII. Masood Fawwad ,Asad-ur-Rehman Khan, Behaviour of Full Scale Reinforced Concrete Beams Strengthened with Textile Reinforced Mortar (TRM), J. Mech. Cont.& Math. Sci.Vol.-14, No.-3, May-June , pp 65-82 .
XIII. Pacheco, F., and Labrincha, J.A., 2013. The future of construction materials research and the seventh UN Millennium Development Goal: A few insights. Construction and building materials, 40, pp.729-737.
XIV. Qureshi, Z.N., Raina, Y.M., and Rufaie, S.M.A., 2016. Strength Characteristics Analysis of Concrete Reinforced With Lathe Machine Scrap. International Journal of engineering research and general science, 4(4), pp.210-217.
XV. Ramadoss, P., and Nagamani, K., 2008. A new strength model for the high-performance fiber-reinforced concrete. Computers and Concrete, 5(1), pp.21-36.
XVI. Sen, T., and Reddy, H.J., 2011, April. Finite element simulation of retrofitting of RCC beam using fibre composite (natural fibre). In 2011 3rd International Conference on Electronics Computer Technology (Vol. 6, pp. 29-33).
XVII. Shin, H.O., Yoon, Y.S., Lee, S.H., Cook, W.D., and Mitchell, D., 2014. Effect of steel fibers on the performance of ultrahigh-strength concrete columns. Journal of materials in civil engineering, 27(4), p.04014142.
XVIII. Shrivastavaa, P., and Joshi, Y., 2014. Reuse of Lathe Waste Steel Scrap in Concrete Pavements. International Journal of Engineering Research and Applications, 4(12), pp.45-54.
XIX. Soroushian, P., and Bayasi, Z., 1991. Fiber type effects on the performance of steel fiber reinforced concrete. Materials Journal, 88(2), pp.129-134.
XX. Sarath Chandra Kumar B., SadasivanKaruppusamy, K. Ramesh, Correlation between Compressive Strength and Split Tensile Strength of GGBS and MK Based Geopolymer Concrete using Regression Analysis, J. Mech. Cont.& Math. Sci.,Vol.-14, No.-1, January-February (2019), pp 21-36,
XXI. Tang, S.W., Yao, Y., Andrade, C., and Li, Z.J., 2015. Recent durability studies on the concrete structure. Cement and Concrete Research, 78, pp.143-154.
XXII. Zollo, R.F., 1997. Fiber-reinforced concrete: an overview after 30 years of development. Cement and Concrete Composites, 19(2), pp.107-122.
View Download