Performance of Self-Compacting Concrete

  • Authors

    • Neha S .N
    • Akshay N. K
    https://doi.org/10.14419/ijet.v7i3.34.19574
  • Concrete, fly ash, cementitious, micro silica, compressive strength, flexural strength, test moulds (TM).

  • The use of rectangular and circular column sections in the construction field are very common and it very easy to analyze and design of these types of column sections. For the design of these column sections load and moment interaction curves are available in sp-16 1980, but for the design of L-shaped column section, the load and moment interaction curves are not available in this code book. The use of L-shaped column in the construction field increases the load carrying capacity of the column. This paper contains the work carried out about the development of load moment interaction curve for L-shaped column section.

     

  • References

    1. [1] M.S. Shetty, “Concrete technology†theory and practice. S.Chand and company ltd, 2012, pp.176-182, pp.572-606.

      [2] UmeshSharmaa, AnkitaKhatrib and AbhishekKanoungoc ,“Use of Micro- silica as Additive to Concrete-state of Artâ€.International Journal of Civil Engineering Research. ISSN 2278-3652 Volume 5, 2014, pp. 9-12.

      [3] Ochi, Nakamura, Ostersan, Hallberg and Lwin. “Application of SCC in Japan, Europe and The united statesâ€. ISHPC, 2003.

      [4] EFNARC (European Federation of national trade associations representing producers and applicators of specialist building products), Specification and Guidelines for self- compacting concrete, February 2002, Hampshire, U.K.

      [5] IS 516:1959 Method of test for strength of concrete.

      [6] C. Shi, J. Stegemann, and R. Caldwell, “Effect of Supplementary Cementing Materials on the Specific Conductivity of Pore Solution and Its Implications on the Rapid Chloride Permeability Test Results,†(AASHTO T277 and ASTM C 1202) July–August 1998, pp. 389–394.

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  • How to Cite

    S .N, N., & N. K, A. (2018). Performance of Self-Compacting Concrete. International Journal of Engineering & Technology, 7(3.34), 851-854. https://doi.org/10.14419/ijet.v7i3.34.19574