Strength of concrete-filled steel box columns with local buckling effects

Paper

Liang, Qing Quan, Uy, Brian and Liew, J. Y. Richard. 2005. "Strength of concrete-filled steel box columns with local buckling effects." Stewart, Mark G. and Dockrill, Brad (ed.) 2005 Australian Structural Engineering Conference (ASEC 2005). Newcastle, Australia 11 - 14 Sep 2005 Newcastle, Australia.
Paper/Presentation Title

Strength of concrete-filled steel box columns with local buckling effects

Presentation TypePaper
AuthorsLiang, Qing Quan (Author), Uy, Brian (Author) and Liew, J. Y. Richard (Author)
EditorsStewart, Mark G. and Dockrill, Brad
Journal or Proceedings TitleProceedings of the 2005 Australian Structural Engineering Conference (ASEC 2005)
Number of Pages10
Year2005
Place of PublicationNewcastle, Australia
ISBN187704038X
Conference/Event2005 Australian Structural Engineering Conference (ASEC 2005)
Event Details
2005 Australian Structural Engineering Conference (ASEC 2005)
Event Date
11 to end of 14 Sep 2005
Event Location
Newcastle, Australia
Abstract

Local buckling of steel plates with geometric imperfections and residual stresses significantly reduces the ultimate strength of concrete-filled thin-walled steel box columns. The effects of local buckling, however, have not been considered in advanced analysis programs that lead to the overestimate of the ultimate loads of composite columns and frames. This paper presents a nonlinear fiber element analysis method for predicting the ultimate strength and behavior of short concrete-filled thin-walled steel box columns with local buckling effects. The constitutive models in the method consider the stress-strain behavior of confined concrete and structural steel. Local buckling is incorporated in the fiber element analysis programs by adopting the effective width models, which account for the effects of geometric imperfections and residual stresses. The progressive local and post-local buckling is simulated by gradually redistributing the stresses within the steel box. The fiber element analysis technique developed can be employed in advanced analysis programs for the analysis of composite frames. The accuracy of the proposed fiber element analysis method for concrete-filled steel box columns is established by comparisons with existing experimental results.

Keywordsconcrete-filled steel tubes, composite columns, local buckling, fiber element analysis, nonlinear analysis, post-local buckling, ultimate strength
ANZSRC Field of Research 2020400510. Structural engineering
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Byline AffiliationsUniversity of New South Wales
National University of Singapore
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