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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" }