The effect of secondary fibre reinforcement on dynamic resistance of ultra-high-performance concrete

Authors

  • Ľubomír Gajdoš Academy of Sciences of the Czech Republic, Institute of Theoretical and Applied Mechanics, Prosecká 76, 190 00 Prague, Czech Republic
  • Martin Šperl Academy of Sciences of the Czech Republic, Institute of Theoretical and Applied Mechanics, Prosecká 76, 190 00 Prague, Czech Republic
  • Martina Drdlová Research Institute for Building Materials, Hněvkovského 65, 617 00 Brno, Czech Republic
  • Radek Řídký SVS FEM s.r.o., Trnkova 117c, 628 00 Brno, Czech Republic

DOI:

https://doi.org/10.14311/AP.2026.66.0139

Keywords:

fibre-reinforced concrete, dynamic fracture, Charpy test, fracture toughness

Abstract

This study compares the dynamic initiation fracture toughness of five fibre-reinforced concrete materials with different types of fibre reinforcement. The base material was steel fibre-reinforced ultra-high-performance concrete (S). Four additional materials were created by incorporating various secondary fibre reinforcements into the base mix: aramid (SA), polyvinyl alcohol (SPVA), carbon (SG), and polypropylene (SP). Dynamic fracture initiation toughness was determined by conducting mediumspeed tensile tests on double-edge notched specimens. These tests were performed with a modified Instron Ceast 50 J instrumented Charpy tester, using a striking velocity of 3.8 ms−1 and a total impac energy capacity of 7.5 J. The polypropylene fibre-reinforced concrete (SP) exhibited the highest average dynamic initiation fracture toughness (171.4 kPam0.5) and also demonstrated the greatest impact toughness.

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References

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Published

2026-05-15

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Articles

How to Cite

Gajdoš, Ľubomír, Šperl, M., Drdlová, M., & Řídký, R. (2026). The effect of secondary fibre reinforcement on dynamic resistance of ultra-high-performance concrete. Acta Polytechnica, 66(2), 139–144. https://doi.org/10.14311/AP.2026.66.0139