Shear Connection of Composite Steel and Concrete Bridge Trusses
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00206937" target="_blank" >RIV/68407700:21110/13:00206937 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21110/13:00303368
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Shear Connection of Composite Steel and Concrete Bridge Trusses
Original language description
In this paper the distribution of the shear flow along steel-concrete interface of composite truss bridge girder is analysed by 3D analysis using ANSYS software and simplified 2D elastic analysis by SCIA Engineer software. The results are compared with simplified Eurocode proposal, effect of concentration of connectors and effect of rigidity of the steel flange are described in some detail.
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/GA13-25781S" target="_blank" >GA13-25781S: Local state of stress in selected structures.</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Structures and Architecture, Concepts, Applications and Challenges
ISBN
978-0-415-66195-9
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
1466-1473
Publisher name
CRC Press/Balkema
Place of publication
Leiden
Event location
Guimaraes
Event date
Jul 24, 2013
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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