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Publication detail
Ing. Veronika Přivřelová
Original Title
Verification and Actual Behavior of Shear Connection of Composite Steel and Concrete Structures Using Pcb-W Technology
Type
journal article - other
Language
English
Original Abstract
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.
Keywords
composite beams, fiber reinforced concrete, high performance concrete, high strength steel, pcb-W technology
Authors
Released
27. 7. 2016
Publisher
North Atlantic University Union
Location
USA
ISBN
1998-4448
Periodical
International Journal of Mechanics
Year of study
10
Number
2016
State
United States of America
Pages from
356
Pages to
361
Pages count
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" }