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An Initial Report on the Effect of the Fiber Orientation on the Fracture Behavior of Steel Fiber Reinforced Self-Compacting Concrete

  • Heiko Herrmann
  • Andres Braunbrück
  • Tanel Tuisk
  • Oksana Goidyk
  • Hendrik Naar
Chapter
Part of the Advanced Structured Materials book series (STRUCTMAT, volume 95)

Abstract

This paper presents a report about work in progress of research on the influence of the fiber orientations on the tensile strength of steel fiber concrete. Different fiber orientations in different parts of a structural element are caused by the casting process. Here, as an example, a small plate was cast of self-compacting concrete containing hooked-end steel fibers. The plate was cut into three beams, which in turn have been subjected to X-ray Computed Tomography scanning to obtain fiber orientations and to three-point bending test, to assess the tensile strength and fracture behaviour.

Notes

Acknowledgements

The authors gratefully acknowledge the funding by the Estonian Research Council by the exploratory research grant PUT1146.

We also thank Maria Kremsreiter who helped during her Erasmus+ internship at the Institute of Cybernetics. Therefore: With the support of the Erasmus+ programme of the European Union.

Thanks to E-Betoonelement, especially Aare Lessuk, Rasmus-R. Marjapuu and Sergei Graf, for preparing the experiment plate.

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Copyright information

© Springer Nature Switzerland AG 2019

Authors and Affiliations

  • Heiko Herrmann
    • 1
  • Andres Braunbrück
    • 1
    • 2
  • Tanel Tuisk
    • 2
  • Oksana Goidyk
    • 1
  • Hendrik Naar
    • 2
  1. 1.Department of CyberneticsTallinn University of TechnologyTallinnEstonia
  2. 2.Department of Civil Engineering and ArchitectureTallinn University of TechnologyTallinnEstonia

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