Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods
Identifikátory výsledku
Kód výsledku v 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>
Výsledek na webu
<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>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods
Popis výsledku v původním jazyce
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
Název v anglickém jazyce
Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods
Popis výsledku anglicky
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
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JM - Inženýrské stavitelství
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/TA02031453" target="_blank" >TA02031453: Výzkum a návrh mostů v povodňových územích</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2014
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
4th International Conference on Civil Engineering, Architecture and Building Materials
ISBN
9783038351672
ISSN
1660-9336
e-ISSN
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Počet stran výsledku
4
Strana od-do
1554-1557
Název nakladatele
TRANS TECH PUBLICATIONS LTD
Místo vydání
ZURICH
Místo konání akce
Haikou
Datum konání akce
24. 5. 2014
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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