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Ing. Veronika Přivřelová
Originální název
Verification and Actual Behavior of Shear Connection of Composite Steel and Concrete Structures Using Pcb-W Technology
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
Originální abstrakt
The paper deals with the problems of the theoretical and experimental investigation of load carrying capacity of steel and concrete composite members using pcb-W (precast composite beam - coupled in Web) technology. Pcb-W technology is new and economic solution of continuous shear connection of composite steel and concrete beams and walls. This construction method is based on a rolled steel beam cut longitudinally, with a special unique cut, in two T-sections and a concrete top chord is concreted. The shape of the cut hereby allows the shear transmission in the shear joint. The longitudinal shear forces between steel and concrete parts of a composite member are transmitted by composite dowels, generated by the special cut of steel surrounded by concrete, instead of headed studs as it is common in traditional composite structures. The paper deals with the actual behavior and corresponding relevant failure mechanism of these composite dowels in particular with the failure modes and bearing capacity of the composite dowels and with the stress distribution in the steel dowels. Within the framework of this research, three types of shear connection have been (or will be, respectively) investigated, all of them composed of three specimens.
Klíčová slova
composite beams, fiber reinforced concrete, high performance concrete, high strength steel, pcb-W technology
Autoři
Vydáno
27. 7. 2016
Nakladatel
North Atlantic University Union
Místo
USA
ISSN
1998-4448
Periodikum
International Journal of Mechanics
Ročník
10
Číslo
2016
Stát
Spojené státy americké
Strany od
356
Strany do
361
Strany počet
6
BibTex
@article{BUT132316, author="Veronika {Václavíková}", title="Verification and Actual Behavior of Shear Connection of Composite Steel and Concrete Structures Using Pcb-W Technology", journal="International Journal of Mechanics", year="2016", volume="10", number="2016", pages="356--361", issn="1998-4448" }