Mechanics of Composite Materials

, Volume 32, Issue 2, pp 122–129 | Cite as

Effect of steel fibers on the design stress—Strain curve for high strength concrete subjected to axial compression

  • L. Taerwe
  • A. Van Gysel
Article

Keywords

Axial Compression Steel Fiber Strength Concrete High Strength Concrete Design Stress 

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References

  1. 1.
    CEB-FIP Model Code 1990, Bulletin d'information No. 213/214, May (1993).Google Scholar
  2. 2.
    M. Sargin and V. Handa, “A general formulation for the stress-strain properties of concrete”, Report No. 3-Solid Mech. Div., University of Waterloo, May (1969), pp. 1–27.Google Scholar
  3. 3.
    L. Taerwe, “Influence of steel fibers on strain-softening of high-strength concrete”, ACI Materials J.,89, No. 1, 54–60 (1992).Google Scholar
  4. 4.
    L. Taerwe, “Empirical analysis of the fracture process in high strength concrete loaded in uniaxial compression”, in: Fracture and Damage of Concrete and Rock (FDRC-2), H. P. Rosmanith (ed.) E & FN Spon (1993), pp. 122–134.Google Scholar

Copyright information

© Plenum Publishing Corporation 1996

Authors and Affiliations

  • L. Taerwe
  • A. Van Gysel

There are no affiliations available

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