Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods
The result's identifiers
Result code in 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>
Result on the web
<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>
Alternative languages
Result language
angličtina
Original language name
Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods
Original language description
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
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/TA02031453" target="_blank" >TA02031453: Research and design of bridge structures in floods regions</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
4th International Conference on Civil Engineering, Architecture and Building Materials
ISBN
9783038351672
ISSN
1660-9336
e-ISSN
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Number of pages
4
Pages from-to
1554-1557
Publisher name
TRANS TECH PUBLICATIONS LTD
Place of publication
ZURICH
Event location
Haikou
Event date
May 24, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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