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Flexural fatigue strength of steel fibrous concrete containing mixed steel fibres

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Abstract

This paper reports investigation conducted to study the fatigue performance of steel fibre reinforced concrete (SFRC) containing fibres of mixed aspect ratio. An extensive experimental program was conducted in which 90 flexural fatigue tests were carried out at different stress levels on size 500 mm × 100 mm × 100 mm SFRC specimens respectively containing 1.0%, 1.5% and 2.0% volume fraction of fibres. About 36 static flexural tests were also conducted to determine the static flexural strength prior to fatigue testing. Each volume fraction of fibres incorporated corrugated mixed steel fibres of size 0.6 mm × 2.0 mm × 25 mm and 0.6 mm × 2.0 mm × 50 mm in ratio 50:50 by weight. The results are presented both as S-N relationships, with the maximum fatigue stress expressed as a percentage of the strength under static loading, and as relationships between actually applied fatigue stress and number of loading cycles to failure. Two-million-cycle fatigue strengths of SFRC containing different volume fractions of mixed fibres were obtained and compared with plain concrete.

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References

  • Batson, G., Ball, C., Bailey, L., Lenders, E., Hooks, J., 1972. Flexural fatigue strength of steel fiber reinforced concrete beams. ACI Journal, Proceedings, 69(11):673–677.

    Google Scholar 

  • Cachim, P.B., Figueiras, J.A., Pereira, P.A.A., 2002. Fatigue behaviour of fibre reinforced concrete in compression. Cement & Concrete Composites, 24(2):211–217. [doi:10.1016/S0958-9465(01)00019-1]

    Article  MATH  Google Scholar 

  • Daniel, L., Loukili, A., 2002. Behaviour of high strength reinforced concrete beams under cyclic loading. ACI Structural Journal, 99(3):248–256.

    Google Scholar 

  • Johnston, C.D., Zemp, R.W., 1991. Flexural fatigue performance of steel fiber reinforced concrete—influence of fiber content, aspect ratio and type. ACI Materials Journal, 88(4):374–383.

    Google Scholar 

  • Jun, Z., Stang, H., 1998. Fatigue performance in flexure of fibre reinforced concrete. ACI Materials Journal, 95(1):58–67.

    Google Scholar 

  • Kennedy, J.B., Neville, A.M., 1986. Basic Statistical Methods for Engineers and Scientists. Harper & Row, New York, p.613.

    Google Scholar 

  • Lee, M.K., Barr, B.I.G., 2003. An overview of the fatigue behaviour of plain and fibre reinforced concrete. Cement & Concrete Composites, 26(4):299–305. [doi:10.1016/S0958-9465(02)00139-7]

    Article  Google Scholar 

  • Murdock, J.W., Kesler, C.E., 1958. Effect of range of stress on the fatigue strength of plain concrete. Journal of the American Concrete Institute, 55(12):221–231.

    Google Scholar 

  • Ong, K.C.G., Paramasivam, P., Subramanian, M., 1997. Cyclic behaviour of steel-fiber mortar overlaid concrete beams. Journal of the Materials in Civil Engineering, ASCE, 9(1):21–28. [10.1061/(ASCE)0899-1561(1997)9:1(21)]

    Article  Google Scholar 

  • Ramakrishnan, V., 1989. Flexural Fatigue Strength, Endurance Limit and Impact Strength of Fibre Reinforced Refractory Concretes. International Conference on Recent Developments in Fiber Reinforced Cement and Concrete. College of Cardiff, UK, p.261–273.

    Google Scholar 

  • Ramakrishnan, V., Oberling, G., Tatnall, P., 1987. Flexural Fatigue Strength of Steel Fiber Reinforced Concrete. Fibre Reinforced Concrete—Properties and Applications. SP-105-13, ACI Special Publication, American Concrete Institute, Detroit, p.225–245.

    Google Scholar 

  • Ramakrishnan, V., Wu, G.Y., Hosalli, G., 1989. Flexural Fatigue Strength, Endurance Limit and Impact Strength of Fiber Reinforced Concretes. Transportation Research Record 1226, TRB, Washington, p.17–24.

    Google Scholar 

  • Shi, X.P., Fwa, T.F., Tan, S.A., 1993. Flexural fatigue strength of plain concrete. ACI Materials Journal, 90(5):435–440.

    Google Scholar 

  • Spadea, G., Bencardino, F., 1997. Behaviour of fiber-reinforced concrete beams under cyclic loading. Journal of Structural Engg., ASCE. 123(5):660–668. [doi:10.1061/(ASCE)0733-9445(1997)123:5(660)]

    Article  Google Scholar 

  • Tatro, S.B., 1987. Performance of Steel Fiber Reinforced Concrete Using Large Aggregates. Transportation Research Record 1110, TRB Washington, p.129–137.

    Google Scholar 

  • Taylor, P.C., Tait, R.B., 1999. Effects of fly ash on fatigue and fracture properties of hardened cement mortar. Cement & Concrete Composites, 21(3):223–232. [doi:10.1016/S0958-9465(99)00005-0]

    Article  Google Scholar 

  • Wei, S., Gao, J.M., Yun, Y., 1996. Study of the fatigue performance and damage mechanism of steel fiber reinforced concrete. ACI Materials Journal, 93(3):206–212.

    Google Scholar 

  • Yin, W., Hsu, T.T.C., 1995. Fatigue behaviour of steel fiber reinforced concrete in uniaxial and biaxial compression. ACI Materials Journal, 92(1):71–81.

    Google Scholar 

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Project supported by the Indian Council for Cultural Relations, India

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Singh, S.P., Mohammadi, Y. & Madan, S.K. Flexural fatigue strength of steel fibrous concrete containing mixed steel fibres. J. Zhejiang Univ. - Sci. A 7, 1329–1335 (2006). https://doi.org/10.1631/jzus.2006.A1329

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  • DOI: https://doi.org/10.1631/jzus.2006.A1329

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