Design of Cold-Formed Lean Duplex Stainless Steel Members in Combined Compression and Bending
Publication: Journal of Structural Engineering
Volume 141, Issue 5
Abstract
The structural performance and design of cold-formed lean duplex stainless steel members in combined compression and bending are investigated. A wide range of square and rectangular hollow sections has been performed by finite-element analysis. A finite-element model has been developed and verified against the available test data for lean duplex stainless steel members subjected to axial compression and minor axis bending. An extensive parametric study was conducted using the verified finite-element model, and 150 finite-element analysis results were obtained. A total of 233 data, including the numerical results obtained in this study as well as the experimental and numerical data from the literature, are compared with design predictions from the current American, Australian/New Zealand, and European specifications for stainless steel structures. Reliability analysis was carried out to assess the reliability of these design rules for the lean duplex stainless steel beam-column members. It is shown that the American Specification is capable of providing accurate prediction for the compression and bending capacities, whereas the Australian/New Zealand Standard (AS/NZS) and European Code provide quite conservative predictions. However, the calculation procedure in the American Specification involves tedious iterative processes. Therefore, two modified design methods are proposed for lean duplex stainless steel beam-columns in this study. The two modified design methods in the AS/NZS and direct strength method generally provide better predictions for the cold-formed lean duplex stainless steel beam-columns compared to the current design rules.
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Acknowledgments
The research work described in this paper was supported by a grant from University of Hong Kong under the seed-funding program for basic research.
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© 2014 American Society of Civil Engineers.
History
Received: Nov 27, 2013
Accepted: Apr 2, 2014
Published online: Jul 18, 2014
Discussion open until: Dec 18, 2014
Published in print: May 1, 2015
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