Response of high-performance fibre reinforced concrete reinforced by textile reinforcement to impact loading

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Abstract

Generally, cement composites like high-performance concrete (HPC) are very brittle. The resistance to the impact loading of the HPFRC and the HPFRC reinforced by the textile reinforcement are compared in this article. The samples (0.56 × 0.1 × 0.1 m) were experimentally tested in three-point bending, by using horizontal impact machine. The better resistance of the textile reinforced HPFRC is obvious from the collected data (impact force, acceleration of hammer and acceleration of the tested sample).

Figures

  • Table 1. Composition of the high-performance fibre reinforced concrete.
  • Figure 1. Textile reinforcement R 585 A 101.
  • Figure 2. The horizontal impact machine [8].
  • Figure 3. The HPFRC sample fixed in the horizontal impact machine.
  • Figure 4. The comparison of the raw and the filtered data of the acceleration of the impactor.
  • Figure 5. History of the impact force in time, applied on the sample with the textile reinforcement (TRHPFRC) and on the sample without the textile reinforcement (HPFRC).
  • Figure 6. Process of the impact force, in dependence on the mid-span deflection, on the sample with the textile reinforcement (TRHPFRC) and on the sample without the textile reinforcement (HPFRC).
  • Figure 7. The mid-span deflection in time each sample.

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CITATION STYLE

APA

Vogel, F., Holcapek, O., & Konvalinka, P. (2016). Response of high-performance fibre reinforced concrete reinforced by textile reinforcement to impact loading. Acta Polytechnica, 56(4), 328–335. https://doi.org/10.14311/AP.2016.56.0328

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