Post-local buckling of steel plates in concrete-filled thin-walled steel tubular columns under biaxial loading

Paper

Liang, Qing Quan. 2006. "Post-local buckling of steel plates in concrete-filled thin-walled steel tubular columns under biaxial loading." Kanok-Nukulchai, Worsak, Munasinghe, Sunil and Anwar, Naveed (ed.) 10th East Asia-Pacific Conference on Structural Engineering and Construction: Materials, Experimentation, Maintenance and Rehabilitation (EASEC-10). Bangkok, Thailand 03 - 05 Aug 2006 Thailand.
Paper/Presentation Title

Post-local buckling of steel plates in concrete-filled thin-walled steel tubular columns under biaxial loading

Presentation TypePaper
Authors
AuthorLiang, Qing Quan
EditorsKanok-Nukulchai, Worsak, Munasinghe, Sunil and Anwar, Naveed
Journal or Proceedings TitleProceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction: Materials, Experimentation, Maintenance and Rehabilitation (EASEC-10)
Journal Citation6, pp. 487-492
Number of Pages6
Year2006
Place of PublicationThailand
ISBN9748257185
Conference/Event10th East Asia-Pacific Conference on Structural Engineering and Construction: Materials, Experimentation, Maintenance and Rehabilitation (EASEC-10)
Event Details
10th East Asia-Pacific Conference on Structural Engineering and Construction: Materials, Experimentation, Maintenance and Rehabilitation (EASEC-10)
Event Date
03 to end of 05 Aug 2006
Event Location
Bangkok, Thailand
Abstract

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.

Keywordscomposite column; effective width; post-local buckling; steel plates; ultimate strength
ANZSRC Field of Research 2020400510. Structural engineering
Public Notes

File reproduced in accordance with the copyright policy of the publisher/author.

Byline AffiliationsDepartment of Agricultural, Civil and Environmental Engineering
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