Liang, Qing Quan (2006) Post-local buckling of steel plates in concrete-filled thin-walled steel tubular columns under biaxial loading. In: 10th East Asia-Pacific Conference on Structural Engineering and Construction: Materials, Experimentation, Maintenance and Rehabilitation (EASEC-10), 3-5 Aug 2006, Bangkok, Thailand.
This paper studies the post-local buckling behaviour of steel plates in concrete-filled thin-walled steel tubular columns under biaxial loading using the finite element method. Geometric and material nonlinear finite element analyses are undertaken to investigate the post-local buckling strengths of imperfect steel plates under stress gradients. Based on the results obtained from the nonlinear finite element analyses, a set of effective width formulas are proposed for determining the ultimate strengths of steel plates in concrete-filled steel tubular columns. The proposed effective width formulas are verified by comparisons with formulas developed by other researchers and can be used directly in the design of steel plates in concrete-filled steel tubular beam-columns.
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|Item Type:||Conference or Workshop Item (Commonwealth Reporting Category E) (Paper)|
|Item Status:||Live Archive|
|Additional Information:||Deposited with permission of the publishers, Asian Center for Engineering Computations and Software and Conference Organisers (School of Civil Engineering, Asian Institute of Technology). More information about the conference is available on the website http://www.easec10.net/.|
|Depositing User:||Dr Stephen Liang|
|Faculty / Department / School:||Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering|
|Date Deposited:||11 Oct 2007 00:50|
|Last Modified:||02 Jul 2013 22:39|
|Uncontrolled Keywords:||composite column; effective width; post-local buckling; steel plates; ultimate strength|
|Fields of Research :||09 Engineering > 0905 Civil Engineering > 090506 Structural Engineering|
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