Publication detail

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

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

Original Title

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

English Title

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

Type

conference paper

Language

en

Original Abstract

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.

English abstract

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.

Keywords

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

RIV year

2012

Released

01.02.2012

Publisher

WSEAS Press

Location

Cambridge, U.K.

ISBN

978-1-61804-071-8

Book

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

Edition

1

Edition number

1.

Pages from

243

Pages to

247

Pages count

6

Documents

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",
  annote="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.",
  address="WSEAS Press",
  booktitle="Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology",
  chapter="89448",
  edition="1",
  howpublished="print",
  institution="WSEAS Press",
  year="2012",
  month="february",
  pages="243--247",
  publisher="WSEAS Press",
  type="conference paper"
}