EXPERIMENT ON A NEW AXIALLY LOADED COLUMN OF CONCRETE FILLED PREFABRICATED TUBULAR MEMBERS

Guo Chun; Ling Guofei

doi:10.13204/j.gyjz200801022

Volume 38 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(1): 88-91

Wang Yuanqing, Sun Fen, Shi Yongjiu, Ken Y Luo, Lei Yu. DESIGN OF FLEXIBLE SUPPORTING SYSTEM FOR POINT SUPPORTING GLASS CURTAIN WALL FOR TUCHENG TELEPHONE EXCHANGE OF BEIJING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 29-31,39. doi: 10.13204/j.gyjz200502008

Citation:

Guo Chun, Ling Guofei. EXPERIMENT ON A NEW AXIALLY LOADED COLUMN OF CONCRETE FILLED PREFABRICATED TUBULAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 88-91. doi: 10.13204/j.gyjz200801022

Citation:

Guo Chun, Ling Guofei. EXPERIMENT ON A NEW AXIALLY LOADED COLUMN OF CONCRETE FILLED PREFABRICATED TUBULAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 88-91. doi: 10.13204/j.gyjz200801022

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EXPERIMENT ON A NEW AXIALLY LOADED COLUMN OF CONCRETE FILLED PREFABRICATED TUBULAR MEMBERS

doi: 10.13204/j.gyjz200801022

1.
The Architectural Design and Research Institute of Guangdong Province,Guangzhou 510010

Received Date: 2006-10-11
Publish Date: 2008-01-20

Abstract

Abstract

A new style of composite column(the column of concrete filled prefabricated tubular members) and cas-t in-place concrete column are studied in this paper, whose main parameters are stirrup ratio and concrete strength of the prefabricated tubular members. According to the analysis of the stress state of the prefabricated tubular members with the biax ial strength criterion of concrete under axial pressure, a formula is presented for general calculation of the cracking load. And according to the experimental data, the formula of ultimate axial compressive strength of the column of concrete filled prefabricated tubular members is obtained.
- column of concrete filled prefabricated tubular members,
- crack-resistance analysis,
- biaxial stress,
- confined concrete,
- compressive capability