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KARMAZÍNOVÁ, M.
Originální název
Analysis of the Actual Behaviour, Stress and Moment Capacity of Composite Beams Composed of Steel and Glass-Fibre-Concrete
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
Originální abstrakt
The paper deals with the problems of the theoretical and experimental analysis directed towards the actual behaviour, strain and failure mechanism and load-carrying capacity of steel-concrete composite beams using glass-fibre-concrete (GFC) slab. The part of this research presented here is focused on the theoretical analysis and experimental verification of the negative bending moment capacity. This paper presents some selected results of the theoretical analysis of the bending moment capacity based on the various conceptions (plastic behaviour, elastic behaviour and their combination, respectively) and experimental verification of the actual bending moment capacity of steel-concrete composite beams with glass-fibre-concrete slab in connection with their actual behaviour and corresponding relevant failure mechanism.
Klíčová slova
Composite structural member, steel-concrete beam, glass-fibre-concrete, plain concrete, reinforcement, negative bending moment, load-carrying capacity, stress distribution, experimental verification, theoretical analysis, elastic behaviour, plastic behaviour.
Autoři
Rok RIV
2012
Vydáno
1. 8. 2012
Nakladatel
North Atlantic University Union
Místo
U.S.A., elektronické vydání: http://www.naun.org/wseas/cms.action?id=2829
ISSN
1998-4448
Periodikum
International Journal of Mechanics
Ročník
6
Číslo
3
Stát
Spojené státy americké
Strany od
158
Strany do
167
Strany počet
10
BibTex
@article{BUT93109, author="Marcela {Karmazínová}", title="Analysis of the Actual Behaviour, Stress and Moment Capacity of Composite Beams Composed of Steel and Glass-Fibre-Concrete", journal="International Journal of Mechanics", year="2012", volume="6", number="3", pages="158--167", issn="1998-4448" }