Comparing is code specified flexural strength of concrete with split tensile strength by conducting test on cubes

  • Authors

    • Usha M
    • P Poluraju
    2018-03-05
    https://doi.org/10.14419/ijet.v7i2.1.9883
  • Flexural Strength, Split Tensile Test, Fiber Reinforced Concrete, Cracks, Ductility
  • The present study aims at investigating the Code IS 456 specified flexure strengths of concrete. This investigation involved carrying out a split tensile test on cubes. The design mix calculations for M20, M25, M30, M40, M50 and M60 were done. Steel fibers were used to improve the resistance of fracture and tensile strength of concrete by its volume percentage of 1%, 2% and 3% for all the grades. The test

    was carried out on the universal testing machine using billets to apply point load on exactly mid of the cube. It was observed that the code specified flexure strength is a conservative estimate.

     

  • References

    1. [1] IS: 5816-1959, Splitting Tensile strength of concrete – Method of test, Bureau of Indian Standards.

      [2] IS: 456-2000, Plain and Reinforced Concrete – Code of Practice, Bureau of Indian Standards.

      [3] R. N. Nibudey, P. B. Nagarnaik, D. K. Parbat, and A. M. Pande (2013), Strengths Prediction of Plastic Fiber Reinforced concrete (M30), International Journal of Engineering Research and Applications, Vol. 3, Issue 1, pp.1818-1825.

      [4] M. Tamil Selvi and T.S. Thandavamoorthy (2013), FIE, Studies on the Properties of Steel and Polypropylene Fiber Reinforced Concrete without any Admixture, International Journal of Engineering and Innovative Technology (IJEIT), Vol. 3, Issue 1, pp. 411-416.

      [5] R. M. Sawant, Y. M. Ghugal, and J.A Khan (2015), Evaluation of Split Tensile Strength of High Strength Fiber Reinforced Concrete, International Journal of Technical Research and Applications e-ISSN: 2320-8163, Vol. 3, Issue 6, pp. 243-247.

      [6] P. Jyotsna Devi, and K. Srinivasa Rao (2014), Study on the Flexural and Split Tensile Strengths of Steel Fibres Reinforced Concrete at High Temperatures, International Journal of Education and Applied Research, Vol. 4, Issue Spl-2, pp. 49-53.

      [7] V. Malárics, and H.S. Müller (2010), Evaluation of the splitting tension test for concrete from a fracture mechanical point of view, Korea Concrete Institute, Seoul, Proceedings of FraMCoS-7, pp. 709-716.

      [8] IS: 10262-2009, Concrete Mix Proportioning - Guidelines, Bureau of Indian Standards.

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  • How to Cite

    M, U., & Poluraju, P. (2018). Comparing is code specified flexural strength of concrete with split tensile strength by conducting test on cubes. International Journal of Engineering & Technology, 7(2.1), 51-53. https://doi.org/10.14419/ijet.v7i2.1.9883