EXPERIMENTAL STUDY ON AXIAL COMPRESSIVE STRENGTH OF LONG H-CFST

Wang Hongwei; Zhong Shantong

doi:10.13204/j.gyjz200612019

Volume 36 Issue 12

Dec. 2014

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Abstract

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Wang Hongwei, Zhong Shantong, . EXPERIMENTAL STUDY ON AXIAL COMPRESSIVE STRENGTH OF LONG H-CFST[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 69-72,27. doi: 10.13204/j.gyjz200612019

Citation:

Wang Hongwei, Zhong Shantong, . EXPERIMENTAL STUDY ON AXIAL COMPRESSIVE STRENGTH OF LONG H-CFST[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 69-72,27. doi: 10.13204/j.gyjz200612019

Wang Hongwei, Zhong Shantong, . EXPERIMENTAL STUDY ON AXIAL COMPRESSIVE STRENGTH OF LONG H-CFST[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 69-72,27. doi: 10.13204/j.gyjz200612019

Citation:

Wang Hongwei, Zhong Shantong, . EXPERIMENTAL STUDY ON AXIAL COMPRESSIVE STRENGTH OF LONG H-CFST[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 69-72,27. doi: 10.13204/j.gyjz200612019

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EXPERIMENTAL STUDY ON AXIAL COMPRESSIVE STRENGTH OF LONG H-CFST

doi: 10.13204/j.gyjz200612019

Wang Hongwei¹,
Zhong Shantong¹,

1.
1 School of Civil Engineering of Harbin Institute of Technology Harbin 150090;
2.
2 Hangzhou Zhongdian Electric Power Institute Hangzhou 310014

Received Date: 2006-08-05
Publish Date: 2006-12-20

Abstract

Abstract

It has been done that axial compressive experiments on 11 long hollow concrete-filled steel tube(H-CFST) specimens,and analysed the influence of hollow ratio,slenderness ratio and sectional form on bearing capacity of long H-CFST,studied the deformed states of specimens.The results show that the deformed states of long H-CFST specimens are similar to those of steel tubes.The experimental data on other researchers are collected and the formula put forward by the authors is compared with the formula of Technical Code on the Centrifugal Concrete Filled Thin-Wall Steel Tubular Structures,and the results are acceptable.
- long hollow-concrete-filled steel tube column,
- axial compression,
- hollow ratio,
- bearing capacity

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References(10)

References

[2] 徐国林,吕清明,崔丽.离心钢管混凝土结构的试验研究与应用.电力建设,2001,22(5):48-53

徐国林.薄壁空心钢管混凝土结构.杭州:浙江省电力设计院资料,1996:1-11

[3] 张耀春,许辉,曹宝珠.薄壁钢管混凝土长柱轴压性能试验研究.建筑结构,2005(1):28-31

[4] 日本建筑学会.混凝土充填钢管构造设计施工指针.1997

[5] 屠永清,李丛.钢管混凝土柱极限承载力分析的分段合成法.北京航空航天大学学报,2005(10):1 092-1 095

[6] 王力尚,钱稼茹.钢管高强混凝土柱轴向受压承载力试验研究.建筑结构,2003(7):46-49

[7] 蒋涛,沈之容.钢管混凝土轴压长柱试验分析.特种结构,2002(6):1-3

[8] 钟善桐.钢管混凝土统一理论--研究与应用.北京:清华大学出版社,2006

[9] 蔡绍怀,顾维平.钢管混凝土空心长柱的性能和承载能力计算.建筑科学,1987(4):11-20

[10] 崔正秀.空心钢管混凝土构件轴压(长柱)、弯曲、扭转承载力试验研究:[硕士学位论文].哈尔滨:哈尔滨建筑工程学院,1987

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