Local buckling of biaxially compressed steel plates in double skin composite panels

Paper

Liang, Qing Quan, Uy, Brian, Wright, Howard D. and Bradford, Mark A.. 2002. "Local buckling of biaxially compressed steel plates in double skin composite panels." Chan, S. L., Teng, J. G. and Chung, K. F. (ed.) Third International Conference on Advances in Steel Structures (2002). Hong Kong, China 09 - 11 Dec 2002 London, UK.
Paper/Presentation Title

Local buckling of biaxially compressed steel plates in double skin composite panels

Presentation TypePaper
AuthorsLiang, Qing Quan (Author), Uy, Brian (Author), Wright, Howard D. (Author) and Bradford, Mark A. (Author)
EditorsChan, S. L., Teng, J. G. and Chung, K. F.
Journal or Proceedings TitleAdvances in Steel Structures: ICAS'02
Journal Citation2, pp. 625-632
Number of Pages8
Year2002
Place of PublicationLondon, UK
ISBN9780080440170
Web Address (URL) of Paperhttp://www.elsevier.com/wps/find/bookdescription.cws_home/655946/description#description
Conference/EventThird International Conference on Advances in Steel Structures (2002)
Event Details
Third International Conference on Advances in Steel Structures (2002)
Event Date
09 to end of 11 Dec 2002
Event Location
Hong Kong, China
Abstract

Steel plates in double skin composite (DSC) panels may buckle locally between shear connectors when subjected to biaxial compression. The local and post-local buckling behaviour of biaxially compressed steel plates restrained by discrete stud shear connectors in DSC panels is studied in this paper by using the finite element method. The shear stiffness effect of stud shear connectors is considered in the determination of elastic local buckling coefficients. The post-local buckling strength of steel plates in biaxial compression is investigated by performing a geometric and material nonlinear analysis. The initial imperfections, material stress-strain relationship and shear-slip behaviour of stud shear connectors are taken into account in the post-local buckling analysis. Biaxial strength interaction curves and design formulas are developed for the design of steel plates in DSC panels under biaxial compression.

KeywordsBiaxial compression, composite construction, double skin composite panels, finite element analysis, local buckling, post-local buckling, strength, stud shear connectors, steel plates
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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