Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.jcsr.2005.09.007
Title: Nonlinear analysis of concrete-filled thin-walled steel box columns with local buckling effects
Authors: Liang, Q.Q.
Uy, B.
Richard Liew, J.Y. 
Keywords: Composite column
Ductility
Effective width
Fiber element method
Local buckling
Nonlinear analysis
Strength
Issue Date: Jun-2006
Citation: Liang, Q.Q., Uy, B., Richard Liew, J.Y. (2006-06). Nonlinear analysis of concrete-filled thin-walled steel box columns with local buckling effects. Journal of Constructional Steel Research 62 (6) : 581-591. ScholarBank@NUS Repository. https://doi.org/10.1016/j.jcsr.2005.09.007
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 in advanced analysis programs for the nonlinear analysis of composite frames. © 2005 Elsevier Ltd. All rights reserved.
Source Title: Journal of Constructional Steel Research
URI: http://scholarbank.nus.edu.sg/handle/10635/65875
ISSN: 0143974X
DOI: 10.1016/j.jcsr.2005.09.007
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