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

Chen Lun, Wang Haiyan, Shen Baohan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 5-8. doi: 10.13204/j.gyjz200403002

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

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References(5)

References

建工部建筑科学研究院建筑结构研究所. 预应力薄板性能及设计计算. 北京: 建工部建筑科学研究院, 1967

[2] 郑锦图, 何新基. 预应力混凝土叠合板的试验研究. 武汉: 湖北省建工局科研所, 1980

[3] GB 50010-2002 混凝土结构设计规范

[4] 周栋梁, 程丽荣, 钱稼茹. 普通箍筋约束混凝土柱的中心受压性能. 清华大学学报(自然科学版), 2002, 42(10)

[5] 罗苓隆, 过镇海. 箍筋约束混凝土的受力机理及应力-应变全曲线的计算. [科学研究报告]. 北京: 清华大学出版社, 1996

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