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Production of the Test Timber-UHPC Composite Bridge

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00353030" target="_blank" >RIV/68407700:21110/21:00353030 - isvavai.cz</a>

  • Alternative codes found

    RIV/68407700:21610/21:00353030

  • Result on the web

    <a href="https://www.scientific.net/SSP.322.157" target="_blank" >https://www.scientific.net/SSP.322.157</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/ssp.322.157" target="_blank" >10.4028/www.scientific.net/ssp.322.157</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Production of the Test Timber-UHPC Composite Bridge

  • Original language description

    This article presents the results of the experimental development of a unique bridge system consisting of timber beams connected with bridge deck segments made of Ultra-High Performance Concrete (UHPC). The article deals with the production of a full-scale prototype of the timber-concrete composite structure and with an execution of a subsequent load test. The test structure was 3.30 m wide and 10.24 m long and was designed as two beams made of glue laminated timber connected with subtle bridge deck segments with a thickness only 60 mm and with a typical length of 1.50 m. The aim of the production of the test structure was to check some production details and procedures and subsequently to verify the behavior of the composite structure under load by the load test. The load test was performed with a theoretical span of 9.50 m as a four-point bending test to failure. After the overall load test was done, some bridge deck segments were cut from the structure and a load test of the bridge deck in transversal direction were executed to verify the behavior and the load-bearing capacity of the bridge deck segments made of UHPC.

  • 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

    <a href="/en/project/TH02020730" target="_blank" >TH02020730: Progressive bridge structure formed by the connection of wood and high strength cement composites</a><br>

  • Continuities

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

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    27th Concrete Days

  • ISBN

    978-3-0357-1821-8

  • ISSN

    1012-0394

  • e-ISSN

    1662-9779

  • Number of pages

    6

  • Pages from-to

    157-162

  • Publisher name

    Trans Tech Publications

  • Place of publication

    Curich

  • Event location

    Online

  • Event date

    Dec 2, 2020

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article