EXPERIMENT AND THEORETICAL ANALYSIS OF BOND PERFORMANCE BETWEEN CONCRETE AND STEEL TUBE

Wang Tiecheng; Hao Guiqiang; Shen Xin; Yu Xuezeng; Qi Jianwei

doi:10.13204/j.gyjz200805023

Volume 38 Issue 5

Dec. 2014

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Wang Tiecheng, Hao Guiqiang, Shen Xin, Yu Xuezeng, Qi Jianwei. EXPERIMENT AND THEORETICAL ANALYSIS OF BOND PERFORMANCE BETWEEN CONCRETE AND STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 96-99,121. doi: 10.13204/j.gyjz200805023

Citation:

Wang Tiecheng, Hao Guiqiang, Shen Xin, Yu Xuezeng, Qi Jianwei. EXPERIMENT AND THEORETICAL ANALYSIS OF BOND PERFORMANCE BETWEEN CONCRETE AND STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 96-99,121. doi: 10.13204/j.gyjz200805023

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EXPERIMENT AND THEORETICAL ANALYSIS OF BOND PERFORMANCE BETWEEN CONCRETE AND STEEL TUBE

doi: 10.13204/j.gyjz200805023

1.
1. College of Architecture and Engineering,Tianjin University,Tianjin 300072;
2.
2. Hebei Dadi Civil Engineering Co.,Ltd,Shijiazhuang 050021

Received Date: 2007-12-20
Publish Date: 2008-05-20

Abstract

Abstract

The bond between steel tube and concrete is an important problem of studying concrete filled square steel tube column. Three forms of bond state were designed for dividing the bond performance between steel tube and concrete. The influence of bond performance on compressive bearing capacity of the concrete-filled square steel tube column is analyzed and the experimental results are compared with the calculation values in the design regulations of concrete-filled steel tubes. From the results, it is indicated that the influence of bond is not notable for the ultimate bearing capacity of concrete-filled steel tube column and the results provided a reference for the design theory and the design method.
- concrete-filled steel tube,
- bond,
- bearing capacity

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References(9)

References

韩林海. 钢管混凝土结构: 理论与实践. 北京: 科学出版社, 2004

[2] Hu Hsuan-The, ASCE M., Huang Chiung-Shiann, et al. Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect. Journal of Structural Engineering, ASCE, 2003

[3] 钟善桐. 钢管混凝土结构. 北京: 清华大学出版社, 2003

[4] 韩林海, 杨有福. 现代钢管混凝土结构技术. 北京: 中国建筑工业出版社, 2004

[5] Shosuke Morino, Keigo Tsuda. Design and Construction of Concrete-Filled Steel Tube Column Syst em in Japan. Earthquake Engineering and Engineering Seismology, 2002, 4(1) : 51-73

[6] 马欣伯, 张素梅, 孙玉平. 日本AIJ 关于圆钢管混凝土构件承载力设计方法介绍. 工业建筑, 2004, 34(2) : 69-74

[7] 池建军. 钢管混凝土界面抗剪粘结性能的有限元分析. 辽宁省交通高等专科学校学报, 2005, 9(3) : 1-3

[8] 刘永健, 池建军. 方钢管混凝土界面粘结强度的试验研究. 建筑技术, 2005, 36(2) : 97-98

[9] Uy B. Strength of Short Concret e Filled High Strength Steel Box Columns.Journal of Construct ional Steel Reasearch, 2001, 57(2) : 113-134

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