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Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU136252" target="_blank" >RIV/00216305:26110/20:PU136252 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.matec-conferences.org/articles/matecconf/abs/2020/09/matecconf_dyn-wind20_00038/matecconf_dyn-wind20_00038.html" target="_blank" >https://www.matec-conferences.org/articles/matecconf/abs/2020/09/matecconf_dyn-wind20_00038/matecconf_dyn-wind20_00038.html</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1051/matecconf/202031300038" target="_blank" >10.1051/matecconf/202031300038</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

  • Original language description

    The paper deals with testing of self-compacting concrete slabs with scattered steel reinforcement, which are designed for the production of garden furniture or benches. A self-compacting concrete was designed for the experiment and its composition was further modified by the addition of steel fibres. Plain self-compacting concrete was used to produce test specimens with nominal dimensions of 40x40x160 mm, which were used to determine the basic properties of concrete, and test slabs for experimental analysis of their behaviour under load. The self-compacting concrete with steel fibres was only used to produce test slabs. The slabs were loaded in three different ways, of which one was to simulate real loading of the horizontal part of a concrete bench. The results of the loading tests are compared to the results of a nonlinear numerical analysis conducted using the finite element method.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2020

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2020

  • ISBN

  • ISSN

    2261-236X

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    1-8

  • Publisher name

    EDP Sciences

  • Place of publication

    France

  • Event location

    Vyhne

  • Event date

    May 24, 2020

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article

    000568654100038