Influence of inner steel tube properties on compressive behavior of FRP-HSC-steel double-skin tubular columns
Date
2013
Authors
Louk Fanggi, B.
Ozbakkaloglu, T.
Editors
Zhao, S.
Xie, Y.M.
Liu, H.
Gao, D.
Xie, Y.M.
Liu, H.
Gao, D.
Advisors
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Conference paper
Citation
Proceedings of the 2013 International Conference on Civil Engineering, Architecture and Sustainable Infrastructure, ICCEASI 2013, 2013 / S. Zhao, Y. M. Xie, H. Liu, D. Gao (Eds.), Vol.438-439 Ch.2 pp.701-705
Statement of Responsibility
Butje Alfonsius Louk Fanggi and Togay Ozbakkaloglu
Conference Name
International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2013 : Zhengzhou, China)
Abstract
This paper reports on part of an ongoing experimental program at The University of Adelaide on FRP-concrete-steel composite columns. A total of eight high-strength concrete double-skin tubular columns (DSTCs) were tested under axial compression. The column parameters examined included the diameter, thickness, and shape of inner steel tube. The results of the experimental study show that increasing the inner steel tube diameter leads to an increase in the ultimate axial stress and strain of concrete in DSTCs. The results also show that increasing inner steel tube thickness leads to an increase in the ultimate axial stress and strain of DSTCs. Furthermore, it is observed that concrete inside DSTCs with square inner steel tubes is not confined as effectively as concrete inside DSTCs with circular inner steel tubes.
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© (2013) Trans Tech Publications, Switzerland.