Inelastic behavior of concrete-filled thin-walled steel tubular columns subjected to local buckling

Paper

Liang, Qing Quan. 2006. "Inelastic behavior of concrete-filled thin-walled steel tubular columns subjected to local buckling." 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 Pathumthani, Thailand.
Paper/Presentation Title

Inelastic behavior of concrete-filled thin-walled steel tubular columns subjected to local buckling

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 Citation4, pp. 239-244
Number of Pages6
Year2006
Place of PublicationPathumthani, Thailand
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 is concerned with the inelastic behavior of axially loaded concrete-filled thin-walled steel tubular columns subjected to local buckling. A nonlinear fiber element analysis program accounting for local buckling effects is developed for predicting the ultimate strength and ductility of concrete-filled thin-walled steel tubular columns. The effects of local buckling are taken into consideration by using the local buckling equations and effective width formulas for steel plates. The fiber element analysis technique is verified by experimental results and is employed to study the effects of steel ratios and concrete strengths on the ultimate strength and ductility of concrete-filled thin-walled steel tubular columns.

KeywordsComposite column; Ductility; Fiber element method; Local buckling; 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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