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Experimental Verification of UHPC Connections of Precast Elements in a Steel-Concrete Composite Beam

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00301720" target="_blank" >RIV/68407700:21110/16:00301720 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Experimental Verification of UHPC Connections of Precast Elements in a Steel-Concrete Composite Beam

  • Original language description

    With the general still growing need for shortening of the construction time a need for finding of new innovative structural solutions using modern materials with high durability also rises. Steel-concrete composite bridges with bridge deck made of prefabricated elements joined with UHPC represent a very feasible design alternative. To gain more knowledge about behaviour of the shear connection using this new material, it is necessary to carry out experimental measurements. This paper describes experimental comparison of load bearing capacity of conventional steel-concrete composite beams and beams with precast elements and UHPC joints.

  • Czech name

  • Czech description

Classification

  • Type

    O - Miscellaneous

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</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