Analysis of the Actual Behaviour, Stress and Moment Capacity of Composite Beams Composed of Steel and Glass-Fibre-Concrete

Analysis of the Actual Behaviour, Stress and Moment Capacity of Composite Beams Composed of Steel and Glass-Fibre-Concrete

Článek recenzovaný mimo WoS a Scopus

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.

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.

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.

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.

KARMAZÍNOVÁ, M.

2013

01.08.2012

North Atlantic University Union

U.S.A., elektronické vydání: http://www.naun.org/wseas/cms.action?id=2829

1998-4448

International Journal of Mechanics

6

3

Spojené státy americké

158

167

10