Detail publikačního výsledku

Theoretical and experimental analysis of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab

KARMAZÍNOVÁ, M.; BUKOVSKÁ, P.; NEUBAUEROVÁ, P.

Originální název

Theoretical and experimental analysis of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab

Anglický název

Theoretical and experimental analysis of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The paper deals with the problems of the theoretical and experimental investigation of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab. The paper presents some results of the research oriented to the utilization of high-strength steels and high-performance concretes in steel-concrete composite structural members. This paper is directed towards the theoretical analysis of the bending moment capacity 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. Within the framework of the bending moment capacity analysis four basic types of beams have been (or will be, respectively) investigated, all of them composed of 3 different steel IPE cross-sections and concrete slab. The attention was paid mainly to the efficiency of the utilization and the effectiveness of the contribution of glass-fibre-concrete.

Anglický abstrakt

The paper deals with the problems of the theoretical and experimental investigation of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab. The paper presents some results of the research oriented to the utilization of high-strength steels and high-performance concretes in steel-concrete composite structural members. This paper is directed towards the theoretical analysis of the bending moment capacity 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. Within the framework of the bending moment capacity analysis four basic types of beams have been (or will be, respectively) investigated, all of them composed of 3 different steel IPE cross-sections and concrete slab. The attention was paid mainly to the efficiency of the utilization and the effectiveness of the contribution of glass-fibre-concrete.

Klíčová slova

Composite member, steel-concrete beam, glass-fibre-concrete, load-carrying capacity, resistance, sagging bending moment, experimental verification, theoretical analysis.

Klíčová slova v angličtině

Composite member, steel-concrete beam, glass-fibre-concrete, load-carrying capacity, resistance, sagging bending moment, experimental verification, theoretical analysis.

Autoři

KARMAZÍNOVÁ, M.; BUKOVSKÁ, P.; NEUBAUEROVÁ, P.

Rok RIV

2013

Vydáno

01.02.2012

Nakladatel

WSEAS Press

Místo

Cambridge, U.K.

ISBN

978-1-61804-071-8

Kniha

Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology

Edice

1

Strany od

243

Strany do

247

Strany počet

6

BibTex

@inproceedings{BUT89448,
  author="Marcela {Karmazínová} and Pavla {Bukovská} and Pavla {Neubauerová}",
  title="Theoretical and experimental analysis of load-carrying capacity of steel-concrete composite beams with glass-fibre-concrete slab",
  booktitle="Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology",
  year="2012",
  series="1",
  number="1.",
  pages="243--247",
  publisher="WSEAS Press",
  address="Cambridge, U.K.",
  isbn="978-1-61804-071-8"
}