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  • 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.
  • 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. (en)
Title
  • Buckling resistance of steel tubular columns filled by high-strength concrete
  • Buckling resistance of steel tubular columns filled by high-strength concrete (en)
skos:prefLabel
  • Buckling resistance of steel tubular columns filled by high-strength concrete
  • Buckling resistance of steel tubular columns filled by high-strength concrete (en)
skos:notation
  • RIV/00216305:26110/12:PU96931!RIV13-GA0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/09/0597), P(GD103/09/H085), S
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
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  • 125612
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/12:PU96931
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • circular tubes, columns filled by concrete, high-strength concrete, buckling resistance, buckling behaviour, experimental analysis, numerical model (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [F60F9DDF115B]
http://linked.open...v/mistoKonaniAkce
  • Cambridge
http://linked.open...i/riv/mistoVydani
  • Cambridge, U.K.
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology
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  • Karmazínová, Marcela
  • Bukovská, Pavla
  • Neubauerová, Pavla
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http://linked.open.../riv/zahajeniAkce
number of pages
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  • WSEAS Press
https://schema.org/isbn
  • 978-1-61804-071-8
http://localhost/t...ganizacniJednotka
  • 26110
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