EXPRIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF CONCRETE-FILLED CIRCULAR STEEL TUBE SHORT COLUMNS UNDER COMPRESSION

Liu Wenlian; Liu Zheng; Liu Pengcheng

doi:10.13204/j.gyjz200808020

Volume 38 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(8): 78-82

Liu Wenlian, Liu Zheng, Liu Pengcheng. EXPRIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF CONCRETE-FILLED CIRCULAR STEEL TUBE SHORT COLUMNS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 78-82. doi: 10.13204/j.gyjz200808020

Citation:

Liu Wenlian, Liu Zheng, Liu Pengcheng. EXPRIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF CONCRETE-FILLED CIRCULAR STEEL TUBE SHORT COLUMNS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 78-82. doi: 10.13204/j.gyjz200808020

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EXPRIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF CONCRETE-FILLED CIRCULAR STEEL TUBE SHORT COLUMNS UNDER COMPRESSION

doi: 10.13204/j.gyjz200808020

1.
1. Kunming Prospecting Design Institute of China Nonferrous Metals Industry Kunming 650011;
2.
2. College of Architectural Engineering,Kunming University of Science and Technology Kunming 650224

Received Date: 2007-07-11
Publish Date: 2008-08-20

Abstract

Abstract

The experimental study on the 9 short CFST columns is conducted.On the basis of which,firstly,the failure phenomenon and mechanism analysis are conducted;then,the influence of the concrete strength,slenderness ratio and eccentricity ratio on the mechanical behavior of this sort of member is analyzed,which indicates that eccentricity ratio is the main influence parameter,the slenderness ratio in the range of short column and the concrete strength in the large eccentricity pressing have little effect on the behavior of this sort of member.And the rational suggestion is given on the application of the member in actual projects.
- concrete-filled circular steel tube,
- short cloumn under compression,
- exprimental study,
- influencing regulariry

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References(5)

References

Azizinamimi Atorod,Ghosh S K.Steel Reinforced Concrete Structure.in1995 Hyogoken Nanbu Earthquake.Journal of Structure Engineering,1997,123(8)

[2] 李鹏.钢管高强混凝土核心柱受压性能试验与理论研究:[硕士学位论文].杭州:浙江大学,2005

[3] 陈宝舂,王来永,韩林海,等.铜管混凝土偏心受压应力-应变试验研究.工程力学,2003,20(6):154-159

[4] CECS钢管混凝土结构设计与施工规程

[5] 钟善桐.钢管混凝土结构.第三版.北京:清华大学出版社,2002

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