Production of the Test Timber-UHPC Composite Bridge

Kód výsledku v 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>

Nalezeny alternativní kódy

RIV/68407700:21610/21:00353030

Výsledek na webu

<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>

Jazyk výsledku

angličtina

Název v původním jazyce

Production of the Test Timber-UHPC Composite Bridge

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

Production of the Test Timber-UHPC Composite Bridge

Popis výsledku anglicky

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.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/TH02020730" target="_blank" >TH02020730: Progresivní mostní konstrukce vytvořené spřažením dřeva a vysokopevnostního cementového kompozitu</a><br>

Návaznosti

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

Rok uplatnění

2021

Kód důvěrnosti údajů

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

Název statě ve sborníku

27th Concrete Days

ISBN

978-3-0357-1821-8

ISSN

1012-0394

e-ISSN

1662-9779

Počet stran výsledku

6

Strana od-do

157-162

Název nakladatele

Trans Tech Publications

Místo vydání

Curich

Místo konání akce

Online

Datum konání akce

2. 12. 2020

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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