Detail publikace

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

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

Originální název

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

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

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

Autoři

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

Rok RIV

2012

Vydáno

1. 2. 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

Číslo edice

1.

Strany od

172

Strany do

177

Strany počet

6

BibTex

@inproceedings{BUT89450,
  author="Pavla {Bukovská} and Marcela {Karmazínová} and Pavla {Kočková}",
  title="Buckling resistance of steel tubular columns filled by high-strength concrete",
  booktitle="Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology",
  year="2012",
  series="1",
  number="1.",
  pages="172--177",
  publisher="WSEAS Press",
  address="Cambridge, U.K.",
  isbn="978-1-61804-071-8"
}