Local and post-local buckling of steel-concrete composite panels under combined states of stresses

Paper

Liang, Qing Quan, Uy, Brian, Wright, Howard D. and Bradford, Mark A.. 2003. "Local and post-local buckling of steel-concrete composite panels under combined states of stresses." Hancock, G. J., Bradford, Mark A., Wilkinson, T. J., Uy, Brian and Rasmussen, K. J. R. (ed.) International Conference on Advances in Structures (ASSCCA'03). Sydney, Australia 22 - 25 Jun 2003 United Kingdom.
Paper/Presentation Title

Local and post-local buckling of steel-concrete composite panels under combined states of stresses

Presentation TypePaper
AuthorsLiang, Qing Quan (Author), Uy, Brian (Author), Wright, Howard D. (Author) and Bradford, Mark A. (Author)
EditorsHancock, G. J., Bradford, Mark A., Wilkinson, T. J., Uy, Brian and Rasmussen, K. J. R.
Journal or Proceedings TitleAdvances in Structures: Proceedings of the ASSCCA 2003 Conference
Journal Citation2, pp. 723-728
Number of Pages6
Year2003
Place of PublicationUnited Kingdom
ISBN9058095886
Conference/EventInternational Conference on Advances in Structures (ASSCCA'03)
Event Details
International Conference on Advances in Structures (ASSCCA'03)
Event Date
22 to end of 25 Jun 2003
Event Location
Sydney, Australia
Abstract

[Abstract]: Steel plates in double skin composite (DSC) panels used as two-way slabs or shearwalls may buckle locally in one lateral direction between stud shear connectors when subjected to combined states of stresses. The local and post-local buckling strength of steel plates in biaxial compression and shear is studied in this paper by using the finite element analysis method. Critical buckling interaction relationships are obtained for steel plates with various boundary conditions. A geometric and material nonlinear analysis incorporating initial imperfections of plates, material stress-strain law and nonlinear shear-slip behaviour of stud shear connectors is undertaken to quantify the post-local buckling interaction relationships of steel plates. Design models are proposed for determining critical buckling and ultimate strength of plates in DSC panels.

Keywordsbiaxial compression; double skin composite panels; local buckling; post-local buckling; shear; strength
ANZSRC Field of Research 2020400510. Structural engineering
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Byline AffiliationsUniversity of New South Wales
University of Strathclyde, United Kingdom
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