Experimental verification of shear connection of composite steel-concrete beams using push-out tests

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU122311" target="_blank" >RIV/00216305:26110/16:PU122311 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Experimental verification of shear connection of composite steel-concrete beams using push-out tests
Original language description
The paper presents an experimental verification of shear connection between steel and concrete part of a composite beam. One of the common types of shear connection is the method of rolled girders encased in a concrete slab. The combination of such method and pcb (precast composite beam) technology is called pcb-W (precast composite beam – coupled in web) technology which has been developing since 2003 in Germany. The longitudinal shear force is transformed by composite dowels instead of headed studs. The standard push-out tests according to EC4 have been performed at the Brno University of Technology to verify the behavior of the composite connection and to investigate the possibility of application of steel fiber reinforced concrete for such technology. The reason of this research is to lower the area of reinforcement bars in composite dowels and make the process less laborious.
Czech name
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Czech description
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Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
YOUNG SCIENTIST 2016 / MLADÝ VEDEC 8th International Scientific Conference of Civil Engineering and Architecture
ISBN
978-80-553-2537-8
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
1-8
Publisher name
Technická Universita v Košicích
Place of publication
Košice, Slovensko
Event location
High Tatras
Event date
Apr 14, 2016
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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