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Steel Fibre Distribution And Its Impact To Load-Bearing Capacity Of Uhpfrc Slabs

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F14%3A00218138" target="_blank" >RIV/68407700:21610/14:00218138 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    čeština

  • Original language name

    Vliv distribuce ocelových vláken na ohybovou únosnost desek vyrobených z UHPFRC

  • Original language description

    UHPFRC is increasingly being used around the world. Ultra-High Performance Steel Fibre Reinforced Concrete is fine grained cementitious composite material from the wide range of Ultra-High Performance Concrete. Uniform designation and classification doesnot exist for this type of material. The compressive strength is one of the significant parameter for UHPFRC materials but even that is not uniformly defined too. Compressive strength greater than 150 MPa can generally characterizes this type of material. UHPC is used more widely around the world than in the Czech Republic. The development of this type of material is associated with a number of technical and technological problems that need to be solved before using this material at real constructionsand real parts of structures. Homogeneity of the steel fibre distribution at cross section is one of those problems. Mechanical properties, especially flexural bending strength, could be negatively affected by segregation of fibres to the

  • Czech name

    Vliv distribuce ocelových vláken na ohybovou únosnost desek vyrobených z UHPFRC

  • Czech description

    UHPFRC is increasingly being used around the world. Ultra-High Performance Steel Fibre Reinforced Concrete is fine grained cementitious composite material from the wide range of Ultra-High Performance Concrete. Uniform designation and classification doesnot exist for this type of material. The compressive strength is one of the significant parameter for UHPFRC materials but even that is not uniformly defined too. Compressive strength greater than 150 MPa can generally characterizes this type of material. UHPC is used more widely around the world than in the Czech Republic. The development of this type of material is associated with a number of technical and technological problems that need to be solved before using this material at real constructionsand real parts of structures. Homogeneity of the steel fibre distribution at cross section is one of those problems. Mechanical properties, especially flexural bending strength, could be negatively affected by segregation of fibres to the

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA13-15175S" target="_blank" >GA13-15175S: Functionally graded fiber reinforced cementitious composite members</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2014

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Juniorstav 16.odborná konference doktorského studia

  • ISBN

    978-80-214-4851-3

  • ISSN

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

  • Publisher name

    Vysoké učení technické v Brně, Fakulta stavební

  • Place of publication

    Brno

  • Event location

    Brno

  • Event date

    Jan 30, 2014

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article