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Impact of Modulus of Elasticity on Deflection of Concrete Structures

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00343094" target="_blank" >RIV/68407700:21110/20:00343094 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Impact of Modulus of Elasticity on Deflection of Concrete Structures

  • Original language description

    Deflection of reinforced concrete (not prestressed) structures is influenced by many parameters. Short term deflection is most affected by modulus of elasticity and by cracks in concrete. Long term deflection is in addition affected by shrinkage and creeping of concrete. At real structures we often encounter larger deflection than it is assumed in structural analysis. Sometimes this phenomenon tends to be explained by lower value of modulus of elasticity than that which is recommended in design standards. But usually the larger deflection is caused rather by too small thickness of the slab or small depth of the beam. The paper deals with behaviour of concrete slabs under bending moment load. It explains causes and their proportions of large deflections, especially long-term deflections.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

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

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

    Proceedings of the 2020 Session of the 13th fib International PhD Symposium in Civil Engineering

  • ISBN

    978-2-940643-06-6

  • ISSN

    2617-4820

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    187-192

  • Publisher name

    fib - fédération internationale du béton

  • Place of publication

    Lausanne

  • Event location

    Paris

  • Event date

    Aug 26, 2020

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article