The Experimental Timber–UHPC Composite Bridge

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00350713" target="_blank" >RIV/68407700:21110/21:00350713 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21610/21:00350713

Výsledek na webu

<a href="https://doi.org/10.3390/su13094895" target="_blank" >https://doi.org/10.3390/su13094895</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3390/su13094895" target="_blank" >10.3390/su13094895</a>

Jazyk výsledku

angličtina

Název v původním jazyce

The Experimental Timber–UHPC Composite Bridge

Popis výsledku v původním jazyce

This paper describes the development of an innovative timber–concrete composite bridge system and especially focuses on the evaluation of the load tests of an experimental bridge structure. The load-bearing structure was designed as glue-laminated timber beams connected with only 60-mm-thick precast bridge deck segments made of ultra-high-performance concrete (UHPC). To verify the production details and behavior of the designed structure, we built a full-scale experimental structure and performed a load test. The load test was arranged as a four-point bending test. First, we performed the overall load test until failure. Some bridge deck segments were consequently cut from the structure in order to run further load tests of the bridge deck in the transversal direction. The results of the experiments were evaluated in detail and compared with analytical calculations.

Název v anglickém jazyce

The Experimental Timber–UHPC Composite Bridge

Popis výsledku anglicky

This paper describes the development of an innovative timber–concrete composite bridge system and especially focuses on the evaluation of the load tests of an experimental bridge structure. The load-bearing structure was designed as glue-laminated timber beams connected with only 60-mm-thick precast bridge deck segments made of ultra-high-performance concrete (UHPC). To verify the production details and behavior of the designed structure, we built a full-scale experimental structure and performed a load test. The load test was arranged as a four-point bending test. First, we performed the overall load test until failure. Some bridge deck segments were consequently cut from the structure in order to run further load tests of the bridge deck in the transversal direction. The results of the experiments were evaluated in detail and compared with analytical calculations.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

—

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 periodika

SUSTAINABILITY

ISSN

2071-1050

e-ISSN

2071-1050

Svazek periodika

13

Číslo periodika v rámci svazku

9

Stát vydavatele periodika

CH - Švýcarská konfederace

Počet stran výsledku

15

Strana od-do

—

Kód UT WoS článku

000650917000001

EID výsledku v databázi Scopus

2-s2.0-85105748016