Strength and Behavior of SFRSCC and SFRC Wall Panels under One-Way In-Plane Action

  • N. Ganesan
  • P. V. Indira
  • S. Rajendra Prasad
Part of the RILEM State of the Art Reports book series (RILEM, volume 2)

Abstract

An experimental investigation was carried out to study the strength and behavior of steel fiber reinforced self compacting concrete (SFRSCC) and Steel Fiber Reinforced Concrete (SFRC) wall panels under one-way in-plane action. The volume fraction and aspect ratio of steel fibers used are 0.50% and 60 respectively. Influence of slenderness ratio and aspect ratio of wall panels on the ultimate load were studied. The load-deflection plots indicate that SFRSCC wall panels exhibit softening behavior which means that the wall panels behave in a more ductile manner than that of SFRC wall panels. A method was proposed to predict the ultimate strength of SFRSCC wall panels.

Keywords

Ultimate Load Slenderness Ratio Steel Fiber Reinforce Concrete Self Compact Concrete Wall Panel 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. 1.
    Saheb, S.M., Desayi, P.: Ultimate strength of RC wall panels in one-way in-plane action. Journal of structural Engineering, ASCE 115(10), 2617–2630 (1989)CrossRefGoogle Scholar
  2. 2.
    Domone, P.L.: Self-Compacting Concrete: An analysis of 11 years of case studies. Journal of Cement and Concrete Composites 28, 197–208 (2006)CrossRefGoogle Scholar
  3. 3.
    Ganesan, N., Indira, P.V., Santhoshkumar, P.T.: Ultimate Strength of Steel Fibre Reinforced Self Compacting Concrete Flexural Elements. The Indian Concrete Journal, 8–15 (December 2006)Google Scholar
  4. 4.
    Grunewald, S., Walraven, J.C.: Parameter-study on the influence of steel fibers and coarse aggregate content on the fresh properties of self-compacting concrete. Cement and Concrete Research 31, 1793–1798 (2001)CrossRefGoogle Scholar
  5. 5.
    ACI–318, Building Code Requirements for Structural Concrete and Commentary (318R-08). American Concrete Institute, Formington Hills MI, ACI 318 (2008)Google Scholar
  6. 6.
    EFNARC, Specifications and guidelines for self compacting concrete. European Federation of National Trade Associations, Surrey, UK (2002)Google Scholar
  7. 7.
    Oberlender, G.D., Everard, N.J.: Investigation of reinforced concrete wall panels. Journal of the American Concrete Institute 74, 256–263 (1977)Google Scholar
  8. 8.
    Pillai, S.U., Parthasarathy, C.V.: Ultimate strength and design of concrete walls. Building and Environment 12, 25–29 (1977)CrossRefGoogle Scholar
  9. 9.
    Fragomeni, S.: Design of normal and high strength reinforced concrete walls, PhD thesis, University of Melbourne, Melbourne, Australia (1995)Google Scholar
  10. 10.
    Ganesan, N., Ramana Murthy, J.V.: Strength and Behavior of Confined steel Fibre Reinforced Concrete Columns. ACI Materials Journal 87(3), 221–227 (1990)Google Scholar
  11. 11.
    MacGregor, J.G., Wight, J.K.: Reinforced Concrete–Mechanics and Design, 4th edn., pp. 934–937. Pearson Prentice Hall, London (2005)Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2012

Authors and Affiliations

  • N. Ganesan
    • 1
  • P. V. Indira
    • 1
  • S. Rajendra Prasad
    • 1
  1. 1.Department of Civil EngineeringNational Institute of TechnologyCalicutIndia

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