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Structural Performance and Crack Control of Fibre Concrete Beams with Conventional Reinforcement

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F06%3A00303066" target="_blank" >RIV/68407700:21110/06:00303066 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1533/9780857093080.343" target="_blank" >http://dx.doi.org/10.1533/9780857093080.343</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1533/9780857093080.343" target="_blank" >10.1533/9780857093080.343</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Structural Performance and Crack Control of Fibre Concrete Beams with Conventional Reinforcement

  • Original language description

    Experimental study includes investigation of performance of concrete beams reinforced with conventional steel bars and with synthetic fibres. Several sets of beams have been tested to determine the influence of polypropylene fibre reinforcement on the mechanical behaviour of conventionally reinforced concrete beams in bending. The present study indicates that polypropylene fibre reinforcement can reduce crack width and deflections and improve ductility of beams and that the combination of polypropylene fibres, longitudinal steel bars (without stirrups) may meet strength and ductility requirements.The basic material characteristics were obtained from laboratory tests on prisms in four or three point bending and by an inverse analysis procedure the load-deflection relation were transformed into constitutive relations used in simulation. The test was simulated by means of a non-linear program system using various constitutive relations, which enable fibre concrete modelling.

  • Czech name

  • Czech description

Classification

  • Type

    C - Chapter in a specialist book

  • CEP classification

    JI - Composite materials

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA103%2F06%2F1559" target="_blank" >GA103/06/1559: Serviceability limit states of fibre reinforced concrete structures</a><br>

  • Continuities

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

Others

  • Publication year

    2006

  • Confidentiality

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

Data specific for result type

  • Book/collection name

    Brittle Matrix Composites 8

  • ISBN

    9781845690311

  • Number of pages of the result

    8

  • Pages from-to

    343-350

  • Number of pages of the book

    603

  • Publisher name

    Elsevier Ltd

  • Place of publication

    Oxford

  • UT code for WoS chapter