Publication detail

Buckling resistance of steel tubular columns filled by high-strength concrete

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

Original Title

Buckling resistance of steel tubular columns filled by high-strength concrete

English Title

Buckling resistance of steel tubular columns filled by high-strength concrete

Type

conference paper

Language

en

Original Abstract

This paper deals with research programme focused on behaviour of steel tubular columns filled by high-strength concrete. The research has been carried out in order to investigate the effect of the concrete strength and the yield stress of the steel tube on the buckling resistance. Circular steel tubes filled by normal concrete and circular steel tubes filled by high-strength concrete have been taken into account within the solution. Experimental analysis is discussed and results of experimental analysis and corresponding numerical model are presented. In conclusion the behaviour of tubular columns filled by concrete is compared based on the results of experimental analysis. The behaviour of columns without concrete is included into comparison.

English abstract

This paper deals with research programme focused on behaviour of steel tubular columns filled by high-strength concrete. The research has been carried out in order to investigate the effect of the concrete strength and the yield stress of the steel tube on the buckling resistance. Circular steel tubes filled by normal concrete and circular steel tubes filled by high-strength concrete have been taken into account within the solution. Experimental analysis is discussed and results of experimental analysis and corresponding numerical model are presented. In conclusion the behaviour of tubular columns filled by concrete is compared based on the results of experimental analysis. The behaviour of columns without concrete is included into comparison.

Keywords

circular tubes, columns filled by concrete, high-strength concrete, buckling resistance, buckling behaviour, experimental analysis, numerical model

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

172

Pages to

177

Pages count

6

Documents

BibTex


@inproceedings{BUT89450,
  author="Pavla {Bukovská} and Marcela {Karmazínová} and Pavla {Neubauerová}",
  title="Buckling resistance of steel tubular columns filled by high-strength concrete",
  annote="This paper deals with research programme focused on behaviour of steel tubular columns filled by high-strength concrete. The research has been carried out in order to investigate the effect of the concrete strength and the yield stress of the steel tube on the buckling resistance. Circular steel tubes filled by normal concrete and circular steel tubes filled by high-strength concrete have been taken into account within the solution. Experimental analysis is discussed and results of experimental analysis and corresponding numerical model are presented. In conclusion the behaviour of tubular columns filled by concrete is compared based on the results of experimental analysis. The behaviour of columns without concrete is included into comparison.",
  address="WSEAS Press",
  booktitle="Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology",
  chapter="89450",
  edition="1",
  howpublished="print",
  institution="WSEAS Press",
  year="2012",
  month="february",
  pages="172--177",
  publisher="WSEAS Press",
  type="conference paper"
}