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Shear and impact strength of waste plastic fibre reinforced concrete

  • Received : 2017.03.11
  • Accepted : 2017.04.29
  • Published : 2017.04.25
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Abstract

This paper is aimed at determining the shear and impact strength of waste plastic fibre reinforced concrete. M30 grade of concrete is prepared with waste plastic door fibres cut into 5 mm width and aspect ratios of 30, 50, 70, 90 and 110. Fibres are used in a volume fraction of 0 to 1.5% with an increment of 0.25%. L shaped specimens are cast for shear strength tests and flat plates of size $250{\times}250{\times}30mm$ are used for impact tests. "Drop ball method" is used for checking the impact strength. Shear strength is checked with L shaped specimens under UTM with a special attachment. It was found that up to 1.25% of waste plastic fibres can be effectively used for better strength of concrete both in shear and impact. Shear and impact strength were found to be increasing up to a volume fraction of fibres of 1.25%.

Keywords

References

  1. ACI Committee 544.2R-89 (1999), Measurement of Properties of Fiber Reinforced Concrete, American Concrete Institute, Detroit, U.S.A.
  2. Bairagi, N.K. and Modhera, C.D. (2001), "Shear strength of fibre reinforced concrete", ICI J., 1(4), 47-52.
  3. Bairagi, N.K. and Modhera, C.D. (2004), "An experimental study of shear strength test method for SFRC", Proceedings of the International Conference on Advances in Concrete and Construction, Hyderabad, India, December.
  4. Barros, Joaquim, A.O., Lucio, A.P., Lourenco, F.S. and Mahsa, T. (2013), "Steel fibre reinforced concrete for elements failingin bending and in shear", Adv. Concrete Constr., 1(1), 1-27. https://doi.org/10.12989/acc.2013.1.1.001
  5. Ghorpade, V.G. (2013), "Effect of recycled aggregate on workability and shear strength of fibre reinforced high strength concrete", IJIRSET, 2, 3377-3383.
  6. IS 10262 (2009), Handbook for Concrete Mix Design, Bureau of Indian Standards, New Delhi, India.
  7. IS 4031 (1988), Method of Physical Tests for Hydraulic Cement, Bureau of Indian Standards, New Delhi, India.
  8. Kumar, Y. and Prakash, K.B. (2014), "Performance evaluation of ternary blended hybrid fibre reinforced concrete", IJOER, 2(4), 18-30.
  9. Maroliya, M.K. (2012), "Behaviour of reactive powder concrete in direct shear", IOSR J. Eng., 2(9), 76-79. https://doi.org/10.9790/3021-02917679
  10. May, I.M. and Yi, C. (2006), "Reinforced concrete beams under drop-weight, impact loads", Comput. Concrete, 3(2-3), 79-90. https://doi.org/10.12989/cac.2006.3.2_3.079
  11. Patel, P.A., Atul, K.D. and Jatin, A.D. (2012), "Evaluation of engineering properties for polypropylene fibre reinforced concrete", IJAET, 3(1), 42-45.
  12. Ramadoss, P. (2014), "Performance and modeling of high-performance steel fiber reinforced concrete under impact loads", Comput. Concrete, 13(2), 255-270. https://doi.org/10.12989/cac.2014.13.2.255
  13. Ramadoss, P. and Nagamani, K. (2006), "Investigations on the tensile strength of high-performance fiber reinforced concrete using statistical methods", Comput. Concrete, 3(6), 389-400. https://doi.org/10.12989/cac.2006.3.6.389
  14. Ramadoss, P. and Nagamani, K. (2008), "A new strength model for the high-performance fiber reinforced concrete", Comput. Concrete, 5(1), 21-36. https://doi.org/10.12989/cac.2008.5.1.021
  15. Rehacek, S., Hunka, P., Kolisko, J. and Kratochvile, L. (2013), "Two types of impact load tests tested on fibre reinforced concrete specimens", Proc. Eng., 65, 278-283. https://doi.org/10.1016/j.proeng.2013.09.043
  16. Senthil, K., Satyanarayanan, K.S. and Rupali, S. (2016), "Energy absorption of fibrous self-compacting reinforced concrete system", Adv. Concrete Constr., 4(1), 37-47. https://doi.org/10.12989/acc.2016.4.1.037
  17. Vijaya, G.S., Vaishali, G., Ghorpade, D.H. and Sudarsana, R. (2016), "Waste plastic fibre reinforced selfcompacting concrete", IJERA, 6(5), 27-31.
  18. Vogel, F., Ondrej, H. and Petr, K. (2016), "Response of high-performance fibre reinforced concrete reinforced by textile reinforcement to impact loading", Acta Polytech., 56(4), 328-335. https://doi.org/10.14311/AP.2016.56.0336
  19. Wai, H.K., Mahyuddin, R. and Chee, B.C. (2014), "Flexural strength and impact resistance study of fibre reinforced concrete in simulated aggressive environment", Constr. Build. Mater., 63, 62-71. https://doi.org/10.1016/j.conbuildmat.2014.04.004

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