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  • Ultra High Performance Concrete - UHPC has become increasingly used.The aim of the experimental research was to determine the average bond stress between prestressing strands and different types of UHPC and to show very significant increase in the average shear stress in bond with UHPC compared to ordinary concrete. Parts of prestressed girders made from UHPC, were tested and the results were compared with specimens prepared according to standard. The influence of different material properties and different anchorage length of prestressing strands to bond behavior of UHPC was examined in pull out tests.
  • Ultra High Performance Concrete - UHPC has become increasingly used.The aim of the experimental research was to determine the average bond stress between prestressing strands and different types of UHPC and to show very significant increase in the average shear stress in bond with UHPC compared to ordinary concrete. Parts of prestressed girders made from UHPC, were tested and the results were compared with specimens prepared according to standard. The influence of different material properties and different anchorage length of prestressing strands to bond behavior of UHPC was examined in pull out tests. (en)
Title
  • Investigation of the bond behavior of UHPC
  • Investigation of the bond behavior of UHPC (en)
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  • Investigation of the bond behavior of UHPC
  • Investigation of the bond behavior of UHPC (en)
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  • RIV/68407700:21610/14:00222449!RIV15-GA0-21610___
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  • P(GA13-15175S)
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  • 22762
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  • RIV/68407700:21610/14:00222449
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  • UHPC; pull out; bond; reinforcement (en)
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  • [24FC39BB34B2]
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  • Donovaly
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  • Žilina
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  • Proceedings of the 6th International Scientific Conference on Dynamics of Civil Engineering and Transport Structures and Wind Engineering
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  • Huňka, Petr
  • Kolísko, Jiří
  • Řeháček, Stanislav
  • Čítek, David
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number of pages
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  • EDIS - Publishing Institution of the University of Zilina
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  • 978-80-554-0844-6
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  • 21610
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