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Assessment of fibre orientation in ultra high performance fibre reinforced concrete and its effect on flexural strength

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Abstract

Fibre distribution and orientation in a series of round panel specimens of ultra high performance fibre reinforced concrete (UHPFRC) was investigated using electrical resistivity measurements and confirmed by X-ray CT imaging. By pouring specimens in different ways, the orientation of steel fibres was influenced and the sensitivity of the electrical resistivity technique was investigated. The round panels were tested in flexure and the results are discussed in relation to the observed orientation of fibres in the panels. It was found that the fibres tended to align perpendicular to the direction of flow. As a result, panels poured from the centre were significantly stronger than panels poured by other methods because the alignment of fibres led to more fibres bridging the radial cracks formed during mechanical testing.

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References

  1. Richard P, Cheyrezy M (1995) Composition of reactive powder concretes. Cem Concr Res 25(7):1501–1511

    Article  Google Scholar 

  2. Pansuk W, Sato H, Sato Y, Shionaga R (2008) Tensile behaviors and fibre orientation of UHPC. Proceedings of second international symposium on ultra high performance concrete, Kassel, Germany, March 2008 (Kassel University Press), pp 161–168

  3. Kim SW, Kang ST, Park JJ, Ryu GS (2008) Effect of filling method on fibre orientation and dispersion and mechanical properties of UHPC. Proceedings of second international symposium on ultra high performance concrete, Kassel, Germany, March 2008 (Kassel University Press), pp 185–192

  4. Ferrara L, Meda A (2006) Relationships between fibre distribution, workability and the mechanical properties of SFRC applied to precast roof elements. Mater Struct 39:411–420

    Article  Google Scholar 

  5. Ultra-high performance fibre-reinforced concretes: interim recommendations (2002) Association Française de Génie (AFGC), Paris, France

  6. Dupont D, Vandewalle L (2005) Distribution of steel fibres in rectangular sections. Cem Concr Compos 27(3):391–398

    Article  Google Scholar 

  7. Université Bordeaux1 (2002) Evaluation non destructive de l’état d’endommagement des ouvrages en béton armé par mesures de résistivité électrique. Université Bordeaux1, Bordeaux, France

  8. Sirieix C, Lataste J-F, Breysse D, Naar S, Dérobert X (2007) Comparison of nondestructive testing: infrared thermography, electrical resistivity and capacity methods for assessing a reinforced concrete structure. J Build Apprais 3(1):77–88

    Article  Google Scholar 

  9. Standard test method for flexural toughness of fiber reinforced concrete (using centrally loaded round panel) (2003) American Society for Testing and Materials, West Conshohocken, PA, USA

  10. Method of tests for flexural strength and flexural toughness of steel fiber reinforced concrete (1983) JCI standards for test methods of fibre reinforced concrete, Japan Concrete Institute, pp 45–51

  11. Rasband W (2008) ImageJ. National Institutes of Health, USA. http://rsb.info.nih.gov/ij/

  12. Krenchel H (1975) Fibre spacing and specific fibre surface. Proceedings of RILEM symposium on fibre reinforced cement and concrete, London, September 1975. Construction Press, pp 69–79

  13. Dupont D, Vandewalle L (2004) Comparison between the round plate test and the RILEM 3-point bending test. Proceedings of 6th RILEM symposium on fibre-reinforced concretes (FRC), Varenna, Italy, September 2004. RILEM Publications S.A.R.L., pp 101–110

  14. Le TT, Soutsos MN, Millard SG, Barnett SJ (2007) UHPFRC—optimisation of mix proportions. Proceedings of concrete Platform, Belfast, 19–20 April 2007. Queen’s University of Belfast, pp 339–348

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Acknowledgments

The authors wish to acknowledge the financial support of the Engineering and Physical Sciences Research Council, UK (Grant number EP/D041201/1) and thank Bekaert, Elkem Materials, Fosroc International Limited, Castle Cement and Appleby Group for provision of materials. We thank Mr P. Farrell and Mr A. Topping (University of Liverpool) for their assistance with preparation of specimens and Mr C. Fox (University of Nottingham) for X-ray CT images.

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Correspondence to Stephanie J. Barnett.

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Barnett, S.J., Lataste, JF., Parry, T. et al. Assessment of fibre orientation in ultra high performance fibre reinforced concrete and its effect on flexural strength. Mater Struct 43, 1009–1023 (2010). https://doi.org/10.1617/s11527-009-9562-3

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  • DOI: https://doi.org/10.1617/s11527-009-9562-3

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