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Experimental and theoretical analysis of i-pillars of noise barriers made of prestressed steel fiber concrete, prestressed concrete and reinforced concrete with footings length of 600 mm

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F16%3A00303810" target="_blank" >RIV/68407700:21610/16:00303810 - isvavai.cz</a>

  • Alternative codes found

    RIV/68407700:21110/16:00303810

  • Result on the web

    <a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.709.105" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/KEM.709.105</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.709.105" target="_blank" >10.4028/www.scientific.net/KEM.709.105</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Experimental and theoretical analysis of i-pillars of noise barriers made of prestressed steel fiber concrete, prestressed concrete and reinforced concrete with footings length of 600 mm

  • Original language description

    This paper deals with the experimental testing and theoretical analysis of the flexural load-bearing capacity of I-shaped pillars in noise barriers made of reinforced concrete, prestressed concrete and prestressed steel fiber reinforced concrete. The pillars were loaded as a cantilever under a flexural load, which corresponds to their actual loading when the effect of wind on the panels of the noise barrier is taken into account. For the purpose of the present research, three specimens of I-pillars were tested. The results of the experimental loading tests, as well as the calculated results and the comparison between them, are herein presented.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA15-22670S" target="_blank" >GA15-22670S: Experimental and numerical analysis of bond behaviour between steel reinforcement and Ultra High Performance Concrete (UHPC)</a><br>

  • Continuities

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

Others

  • Publication year

    2016

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Key Engineering Materials

  • ISBN

  • ISSN

    1013-9826

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    105-108

  • Publisher name

    Trans Tech Publications

  • Place of publication

    Curich

  • Event location

    Taipei

  • Event date

    May 21, 2016

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article