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VÁCLAVÍKOVÁ, V. ŠTRBA, M.
Originální název
The behavior of composite dowels subjected to four-point bending test
Typ
článek v časopise ve Scopus, Jsc
Jazyk
angličtina
Originální abstrakt
The article constitutes one of the modern methods of shear connection of composite steel-concrete beams, which is mainly used in bridge engineering where strength and fatigue durability is required. Such method using combination of rolled girders encased in a concrete slab and pcb (precast composite beam) technology is called pcb-W (precast composite beam – coupled in web) technology. This solution has been developing since 2003 in Germany and is widely used in many European counties (including Poland, Germany, France and Czech Republic). The longitudinal shear force is transformed by composite dowels instead of headed studs. The behavior of composite dowels is extremely complex. These connectors constitutes an integral part of composite beam, they are not only subjected to the global effects of bending and axial loading but to the local longitudinal shear acting between steel and concrete part as well. In order to understand the failure mechanism and verify the bearing capacity of composite dowels theoretical and experimental researches were carried out at the authors’ workplace.
Klíčová slova
bending test, composite dowels, continuous shear connection, strain gauges, stress distribution
Autoři
VÁCLAVÍKOVÁ, V.; ŠTRBA, M.
Vydáno
29. 7. 2019
Nakladatel
North Atlantic University Union
Místo
U.S.A.
ISSN
1998-4448
Periodikum
International Journal of Mechanics
Ročník
13
Číslo
1
Stát
Spojené státy americké
Strany od
84
Strany do
89
Strany počet
6
URL
http://www.naun.org/main/NAUN/mechanics/2019/a222003-acc.pdf
BibTex
@article{BUT157934, author="Veronika {Václavíková} and Michal {Štrba}", title="The behavior of composite dowels subjected to four-point bending test", journal="International Journal of Mechanics", year="2019", volume="13", number="1", pages="84--89", issn="1998-4448", url="http://www.naun.org/main/NAUN/mechanics/2019/a222003-acc.pdf" }