Local and post-local buckling of double skin composite panels

Article


Liang, Qing Quan, Uy, Brian, Wright, Howard D. and Bradford, Mark A.. 2003. "Local and post-local buckling of double skin composite panels ." Proceedings of the Institution of Civil Engineers: Structures and Buildings. 156 (2), pp. 111-119.
Article Title

Local and post-local buckling of double skin composite panels

ERA Journal ID4267
Article CategoryArticle
AuthorsLiang, Qing Quan (Author), Uy, Brian (Author), Wright, Howard D. (Author) and Bradford, Mark A. (Author)
Journal TitleProceedings of the Institution of Civil Engineers: Structures and Buildings
Journal Citation156 (2), pp. 111-119
Article Number12750
Number of Pages9
Year2003
Place of PublicationUnited Kingdom
ISSN0965-0911
1751-7702
Web Address (URL)http://www.thomastelford.com/journals/IssueContent.asp?JournalTitle=Proceedings+of+ICE%2C+Structures+and+Buildings&JournalID=14&JournalMenu=true&OriginalTitle=Structures+%26+Buildings&IssueNumber=2&Volume=156
Abstract

[Abstract]: Double skin composite (DSC) panels are constructed by filling concrete between two steel plates welded with stud shear connectors at a regular spacing. Steel plates in DSC panels used as two-way slabs or shearwalls may buckle locally between stud shear connectors when subjected to in-plane biaxial compression. This paper investigates the local and post-local buckling behaviour of biaxially compressed steel plates restrained by shear connectors and concrete in DSC panels by using the finite element modelling technique. Local buckling coefficients are obtained for steel plates with various aspect ratios, biaxial loading and boundary conditions by incorporating the shear stiffness effect of stud shear connectors. These buckling coefficients can be used to determine limiting width-to-thickness ratios for steel plates and the distribution of stud shear connectors. A geometric and material non-linear analysis is undertaken to quantify the post-local buckling strength of steel plates under biaxial compression. The initial imperfections of steel plates and non-linear shear-slip characteristics of stud shear connectors are taken into account in the post-local buckling analysis. Based on numerical results, biaxial strength interaction curves and formulae are developed for the ultimate strength design of steel plates in double skin composite construction.

Keywordsdouble skin composite panels, local buckling, post-local buckling, biaxial compression, strength, finite element analysis, steel plates
ANZSRC Field of Research 2020400510. Structural engineering
Public Notes

No response from publisher to requests for copyright permission.

Byline AffiliationsUniversity of New South Wales
University of Strathclyde, United Kingdom
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