SIMPLIFIED METHOD OF BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE COLUMNS CONSIDERING LOCAL BUCKLING SUBJECTED TO AXIAL COMPRESSION

Guo Lanhui; Zhang Sumei

doi:10.13204/j.gyjz200907027

Volume 39 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 98-102

Guo Lanhui, Zhang Sumei. SIMPLIFIED METHOD OF BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE COLUMNS CONSIDERING LOCAL BUCKLING SUBJECTED TO AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 98-102. doi: 10.13204/j.gyjz200907027

Citation:

Guo Lanhui, Zhang Sumei. SIMPLIFIED METHOD OF BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE COLUMNS CONSIDERING LOCAL BUCKLING SUBJECTED TO AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 98-102. doi: 10.13204/j.gyjz200907027

Citation:

Guo Lanhui, Zhang Sumei. SIMPLIFIED METHOD OF BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE COLUMNS CONSIDERING LOCAL BUCKLING SUBJECTED TO AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 98-102. doi: 10.13204/j.gyjz200907027

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SIMPLIFIED METHOD OF BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE COLUMNS CONSIDERING LOCAL BUCKLING SUBJECTED TO AXIAL COMPRESSION

doi: 10.13204/j.gyjz200907027

Guo Lanhui^1,2,3,
Zhang Sumei³

1.
1. Postdoctoral Station of Architectural Design and Research Institute of HIT,Harbin 150090,China;
2.
2. Postdoctoral Station of Harbin Institute of Technology,Harbin 150090,China;

Received Date: 2008-12-20
Publish Date: 2009-07-20

Abstract

Abstract

In this paper,the maximum depth-to-thickness ratio of steel plate without local buckling is given,and an equation for the calculation of bearing capacity of composite sections with both stocky and slender steel elements has been proposed and validated against extensive experimental results available in the literatures.At the same time,the experimental results are compared with the results calculated according to CECS code,DBJ code,EC4 code,LFRD code and AIJ code,and among them the simplified method in this paper is best to calculate the bearing capacity of specimen.The simplified method can be used to calculate the bearing capacity of rectangular composite columns with thick or slender steel plate.
- rectangular hollow section(RHS),
- local buckling,
- axial compression,
- composite

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References(37)

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