BEHAVIOUR OF CONCRETE-FILLED SQUARE STIFFENED THIN-WALLED STEEL TUBULAR BEAM-COLUMNS

Wang Zhibin; Tao Zhong

doi:10.13204/j.gyjz200904001

Volume 39 Issue 4

Dec. 2014

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Wang Zhibin, Tao Zhong. BEHAVIOUR OF CONCRETE-FILLED SQUARE STIFFENED THIN-WALLED STEEL TUBULAR BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 1-4. doi: 10.13204/j.gyjz200904001

Citation:

Wang Zhibin, Tao Zhong. BEHAVIOUR OF CONCRETE-FILLED SQUARE STIFFENED THIN-WALLED STEEL TUBULAR BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 1-4. doi: 10.13204/j.gyjz200904001

Wang Zhibin, Tao Zhong. BEHAVIOUR OF CONCRETE-FILLED SQUARE STIFFENED THIN-WALLED STEEL TUBULAR BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 1-4. doi: 10.13204/j.gyjz200904001

Citation:

Wang Zhibin, Tao Zhong. BEHAVIOUR OF CONCRETE-FILLED SQUARE STIFFENED THIN-WALLED STEEL TUBULAR BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 1-4. doi: 10.13204/j.gyjz200904001

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BEHAVIOUR OF CONCRETE-FILLED SQUARE STIFFENED THIN-WALLED STEEL TUBULAR BEAM-COLUMNS

doi: 10.13204/j.gyjz200904001

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

Received Date: 2009-01-08
Publish Date: 2009-04-20

Abstract

Abstract

Behaviour of concrete-filled square stiffened thin-walled steel tubular columns under eccentric loading is investigated using ABAQUS software.The model prediction results are in good agreement with the test results.The effects of stiffening on the performance of thin-walled composite columns are then discussed.
- concrete-filled steel tube,
- thin-walled,
- stiffener,
- initial imperfection,
- local buckling,
- load-bearing capacity

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References(6)

References

[2] Uy B.Strength of Concrete-Filled Steel Box Columns IncorporatingLocal Buckling[J].Journal of Structural Engineering,ASCE,2000,126(3):341-352;

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;

[3] Tao Z,Han L H,Wang Z B.Experimental Behaviour of StiffenedConcrete-Filled Thin-Walled Hollow Steel Structural(HSS)StubColumns[J].Journal of Constructional Steel Research,2005,61(7):962-983;

[4] Tao Z,Han L H,Wang D Y.Experimental Behaviour of Concrete-Filled Stiffened Thin-Walled Steel Tubular Columns[J].Thin-WalledStructures,2007,45(5):517-527;

[5] 曹宝珠.薄壁钢-混凝土组合构件静力性能研究[D].哈尔滨:哈尔滨工业大学,2004;

[6] 韩林海.钢管混凝土结构--理论与实践[M].北京:科学出版社,2007.

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