EXPERIMENTAL BEHAVIOUR OF FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR BEAMS

Wang Zhibin; Tao Zhong

doi:10.13204/j.gyjz200904002

Volume 39 Issue 4

Dec. 2014

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Wang Zhibin, Tao Zhong. EXPERIMENTAL BEHAVIOUR OF FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 5-8,27. doi: 10.13204/j.gyjz200904002

Citation:

Wang Zhibin, Tao Zhong. EXPERIMENTAL BEHAVIOUR OF FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 5-8,27. doi: 10.13204/j.gyjz200904002

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EXPERIMENTAL BEHAVIOUR OF FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR BEAMS

doi: 10.13204/j.gyjz200904002

1.
College of Civil Engineering,Fuzhou University,Fuzhou 350108,China

Received Date: 2009-01-09
Publish Date: 2009-04-20

Abstract

Abstract

A total of six specimens were tested under pure bending to investigate the behaviour of FRP-concrete-steel double-skin tubular beams.Three circular and three square specimens were included where circular steel tubes were used as the inner tubes for all specimens.The main experimental parameters considered were the section type(circular and square),the type of FRP sheets(uni-directional and bi-directional),and the number of FRP layers(1～2).The test results provided useful information for the design and applications of this innovative type of composite members.
- FRP-concrete-steel composite member,
- pure bending,
- load-bearing capacity,
- stiffness

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References(4)

References

陶忠,于清.新型组合结构柱--试验、理论与方法[M].北京:科学出版社,2006;

[2] Teng J G,Yu T,Wong YL.Hybrid FRP-Concrete-Steel Double-SkinTubular Columns:Stub Column Tests[C]∥The Second InternationalConference on SteelComposite Structures.Korea:2004:1390-1400;

[3] Yu T,Wong YL,Teng J G,et al.Flexural Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Members[J].Journal ofComposites for Construction,ASCE,2006,10(5):443-452;

[4] 徐毅.FRP-混凝土-钢管组合柱滞回性能研究[D].福州:福州大学,2007.

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