Characteristics of Fiber Reinforced Cementitious Composites in Dependence on Casting Direction

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This paper deals about behavior of fiber reinforced cement composite in dependence on the casting direction. Almost fifty concrete prisms of size 400 x 100 x 100 mm were cast; half of these were fiber reinforced concrete (FRC) and the other half was ultra-high performance fiber reinforced concrete (UHPFRC). Approximately one half of both mixtures was cast in horizontal direction and the other half vertically. It was found that the specific fracture energy of horizontally cast prisms was approximately 4,5 times larger for both materials than the vertically cast ones. Ultimate loads of FRC were very similar for both casting directions. Peak loads of the horizontally cast UHPFRC prisms were approximately 3 times larger than the vertically cast ones. This research confirmed that there is significant influence of the casting direction on the fiber reinforced concrete characteristics.

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377-380

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February 2015

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[1] J.P. Romualdi, G.B. Batson, Mechanics of crack arrest in concrete, Journal of Engineering Mechanics 89 (1963) 147-168.

DOI: 10.1061/jmcea3.0000381

Google Scholar

[2] J.P. Romualdi, J.A. Mandel, Tensile strength of concrete affected by uniformly dispersed and closely spaced short lengths of wire reinforcement, Journal of the American Concrete Institute 61 (1964) 657-672.

DOI: 10.14359/7801

Google Scholar

[3] J.F. Lataste, M. Behloul, D. Breysse, Characterisation of fibres distribution in a steel fibre reinforced concrete with electrical resistivity measurements, NDT & E International 41 (2008) 638-647.

DOI: 10.1016/j.ndteint.2008.03.008

Google Scholar

[4] P. Máca, R. Sovják, Resistance of ultra high performance fibre reinforced concrete to projectile impact, WIT Transactions of The Built Environment 126 (2012) 261-272.

DOI: 10.2495/su120231

Google Scholar

[5] S. Kang, Y. Lee, Y. Park, J. Kim, Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber, Composite Structures 92 (2010) 61-71.

DOI: 10.1016/j.compstruct.2009.06.012

Google Scholar

[6] R. Deeb, B. Karihaloo, S. Kulasegaram, Reorientation of short steel fibres during the flow of self-compacting concrete mix and determination of the fibre orientation factor, Cement and Concrete Research 56 (2014) 112-120.

DOI: 10.1016/j.cemconres.2013.10.002

Google Scholar

[7] L. Vandewalle, G. Heirman, F. Van Rickstal, Fibre orientation in self-compacting fibre reinforced concrete, in: Proceedings of the 7th International RILEM Symposium on Fibre Reinforced Concrete: Design and Applications (BEFIB2008), 2008, pp.719-728.

DOI: 10.1007/978-3-030-83719-8_17

Google Scholar

[8] R. Gettu, D. Gardner, H. Saldívar, B. Barragán, Study of the distribution and orientation of fibers in SFRC specimens, Material and Structures 38 (2005) 31-37.

DOI: 10.1007/bf02480572

Google Scholar

[9] P. Soroushian, C. Lee, Distribution and orientation of fibers in steel fiber reinforced concrete, ACI Materials Journal 87 (1990) 541-546.

DOI: 10.14359/1803

Google Scholar

[10] RILEM, Materials and Structures 18 (1985) 285-290.

Google Scholar

[11] P. Maca, J. Zatloukal, P. Konvalinka, Development of Ultra High Performance Fiber Reinforced Concrete Mixture, in: Proceedings of Business, Engineering and Industrial Applications (ISBEIA), 2012 IEEE Symposium on, IEEE, Bandung, 2012, pp.861-866.

DOI: 10.1109/isbeia.2012.6423015

Google Scholar