Nonlinear analysis of concrete-filled thin-walled steel box columns with local buckling effects

Article

Liang, Qing Quan, Uy, Brian and Liew, J. Y. Richard. 2006. "Nonlinear analysis of concrete-filled thin-walled steel box columns with local buckling effects." Journal of Constructional Steel Research. 62 (6), pp. 581-591. https://doi.org/10.1016/j.jcsr.2005.09.007
Article Title

Nonlinear analysis of concrete-filled thin-walled steel box columns with local buckling effects

ERA Journal ID4225
Article CategoryArticle
AuthorsLiang, Qing Quan (Author), Uy, Brian (Author) and Liew, J. Y. Richard (Author)
Journal TitleJournal of Constructional Steel Research
Journal Citation62 (6), pp. 581-591
Number of Pages11
Year2006
PublisherElsevier
Place of PublicationUnited Kingdom
ISSN0143-974X
1873-5983
Digital Object Identifier (DOI)https://doi.org/10.1016/j.jcsr.2005.09.007
Web Address (URL)http://www.elsevier.com/wps/find/journaldescription.cws_home/405901/description#description
Abstract

[Abstract]: Local buckling of steel plates reduces the ultimate loads of concrete-filled thin-walled steel box columns under axial compression. The effects of local buckling have not been considered in advanced analysis methods that lead to the overestimates of the ultimate loads of composite columns and frames. This paper presents a nonlinear fiber element analysis method for predicting the ultimate strengths and behavior of short concrete-filled thin-walled steel box columns with local buckling effects. The fiber element method considers nonlinear constitutive models for confined concrete and structural steel. Effective width formulas for steel plates with geometric imperfections and residual stresses are incorporated in the fiber element analysis program to account for local buckling effects. The progressive local and post-local buckling is simulated by gradually redistributing the normal stresses within the steel plates. Two performance indices are proposed for evaluating the section and ductility performance of concrete-filled steel box columns. The computational technique developed is used to investigate the effects of the width-to-thickness ratios and concrete compressive strengths on the ultimate strength and ductility of concrete-filled steel box columns. It is demonstrated that the nonlinear fiber element method developed predicts well the ultimate loads and behavior of concrete-filled thin-walled steel box columns and can be implemented into advanced analysis programs for the nonlinear analysis of composite frames.

Keywordscomposite column, effective width, fiber element method, local buckling, nonlinear analysis, strength, ductility
ANZSRC Field of Research 2020400510. Structural engineering
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File reproduced in accordance with the copyright policy of the publisher/author.

Byline AffiliationsDepartment of Agricultural, Civil and Environmental Engineering
University of New South Wales
National University of Singapore
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