Theoretical study on the post-local buckling of steel plates in concrete-filled box columns

Article

Liang, Qing Quan and Uy, Brian. 2000. "Theoretical study on the post-local buckling of steel plates in concrete-filled box columns ." Computers and Structures. 75 (5), pp. 479-490. https://doi.org/10.1016/S0045-7949(99)00104-2
Article Title

Theoretical study on the post-local buckling of steel plates in concrete-filled box columns

ERA Journal ID4176
Article CategoryArticle
AuthorsLiang, Qing Quan (Author) and Uy, Brian (Author)
Journal TitleComputers and Structures
Journal Citation75 (5), pp. 479-490
Number of Pages12
Year2000
Place of PublicationUnited Kingdom
ISSN0045-7949
1879-2243
Digital Object Identifier (DOI)https://doi.org/10.1016/S0045-7949(99)00104-2
Web Address (URL)http://www.elsevier.com/wps/find/journaldescription.cws_home/359/description#description
Abstract

This paper presents a theoretical study on the post-local buckling behaviour of steel plates in welded steel box columns filled with concrete, by using the finite element method. The effects of various geometric imperfections, residual stresses and width-to-thickness ratios on the post-local buckling characteristics of steel plates in composite columns are investigated. A novel method is developed for evaluating the initial local buckling loads and post-local buckling reserve strength of steel plates with imperfections associated with a theoretical analysis. Two effective width formulas are proposed for the design of clamped steel plates restrained by concrete and are employed in the ultimate strength calculation of short concrete-filled steel box columns. The proposed design models are compared with existing experimental results with a good agreement.

KeywordsComposite columns, concrete, effective width, finite element analysis, post-local buckling, steel plates
ANZSRC Field of Research 2020400510. Structural engineering
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Byline AffiliationsVictoria University of Technology
University of New South Wales
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