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Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F14%3A00222532" target="_blank" >RIV/68407700:21610/14:00222532 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.587-589.1554" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.587-589.1554</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.587-589.1554" target="_blank" >10.4028/www.scientific.net/AMM.587-589.1554</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods

  • Original language description

    This paper presents an experimental and computer analysis of an integral bridge structure exposed to a load caused by the horizontal pressure of water during floods. The paper focuses on the residual load-bearing capacity of an integral bridge structurethat was able to withstand the effects of flooding. Three models of integral bridges built to a scale of 1:5 were made for the purpose of testing. The frames have a span of 2.6 m, the thickness of the supports is 0.2 m, and the thickness of the deck in the middle is 0.125 m. The frames are loaded by horizontal forces representing the water pressure during floods. Each frame is securely anchored at the base and is gradually loaded by two horizontal forces situated in the corners of the frame. Loading isinterrupted when cracks of 0.3 mm appear. Subsequently, the frame is loaded by a pair of vertical forces acting on the top surface of the frame, up to the load-bearing capacity. This procedure was established in order to find the residual

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/TA02031453" target="_blank" >TA02031453: Research and design of bridge structures in floods regions</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

    4th International Conference on Civil Engineering, Architecture and Building Materials

  • ISBN

    9783038351672

  • ISSN

    1660-9336

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    1554-1557

  • Publisher name

    TRANS TECH PUBLICATIONS LTD

  • Place of publication

    ZURICH

  • Event location

    Haikou

  • Event date

    May 24, 2014

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article