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

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(5): 96-99,121

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

Citation:

PDF( 0 KB)

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

FullText(HTML)

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

Relative Articles

[1]	YU Feng, CHEN Hao, YAO Chi, QIN Yin, FANG Yuan, BU Shuangshuang. Numerical Analysis of Moment-Curvature Relations on Self-Stressing Steel-Slag- Concrete-Filled Steel Tube Columns Under Quasi-Static Loading[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 160-168,188. doi: 10.13204/j.gyjzG22012912
[2]	Wang Qingli, Li Ruilin, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR STUB COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 8-12. doi: 10.13204/j.gyjz201303002
[3]	Wang Qingli, Wu Jun, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 18-23. doi: 10.13204/j.gyjz201303004
[4]	Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 30-35,7. doi: 10.13204/j.gyjz201303006
[5]	Li Fumin, Yuan Yingshu. EXPERIMENTAL STUDY ON BEHAVIOR OF LONG-TERM BOND-CREEP BETWEEN CORRODED STEEL STRANDS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 70-73,18. doi: 10.13204/j.gyjz201202016
[6]	Yao Guohuang, Chen Yiyan, Huang Yongjun, Pan Donghui, Zheng Xiaoying, Xu Wenjie. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 97-101,69. doi: 10.13204/j.gyjz201102023
[7]	Liu Yanhua, Wang Tieliang, Bai Yikui. EXPERIMENTS ON RUBBER CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCULAR SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 95-99. doi: 10.13204/j.gyjz201110023
[8]	Yao Guohuang, Huang Yongjun, Zheng Xiaoying, Xu Wenjie, Pan Donghui, Sun Suwen. EXPERIMENTAL STUDY ON BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 100-104. doi: 10.13204/j.gyjz201007025
[9]	Guan Qiaoyan, Gao Danying, Li Shan. STUDY ON CFRP-CONCRETE BOND BEHAVIOR SUBJECTED TO FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 9-11,26. doi: 10.13204/j.gyjz201006003
[10]	Wang Zhaoyu, Xun Yong, Wang Hongxia, Li Yushou. EXPERIMENTAL RESEARCH ON BOND PROPERTY BETWEEN CARBON FIBER AND SELF-COMPACT CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 99-101,87. doi: 10.13204/j.gyjz200812026
[11]	Yang You-fu. THEORETICAL RESEARCH ON LOAD-DEFORMATION RELATIONS OF RECYCLED AGGREGATE CONCRETE-FILLED STEEL TUBULARMEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 1-6,124. doi: 10.13204/j.gyjz200712001
[12]	Guo Jinjun, Zhang Qiming, Lu Yan. EXPERIMENT ON BONDING SHEAR DEFORMATION FOR REINFORCEMENT OF FIRE-INJURED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 103-105. doi: 10.13204/j.gyjz200705026
[13]	Yao Guohuang, Han Linhai. PRIMARY RESEARCH ON CALCULATIONS FOR BEARING CAPACITY OF CONCRETE FILLED HIGH STRENGTH STEEL TUBULAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 96-99,88. doi: 10.13204/j.gyjz200702024
[14]	Zhao Gen-tian, Hang Mei-yan, Li Yong-he. BOND BEHAVIOR AND ULTIMATE BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 36-39. doi: 10.13204/j.gyjz200604011
[15]	Ma Shu-fang, Zhao Jun-hai, Wei Xue-ying. THEORY AND TEST INVESTIGATION OF BEARING CAPACITY OF CONCRETE FILLED STEEL TUBE UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 79-80. doi: 10.13204/j.gyjz200610022
[16]	Sun Tong, Wang Shi-qi, Hu Xia-min, Luo Wu-jian. RESEARCHES ON THE CALCULATION METHOD FOR BEARING CAPACITY OF CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 95-98. doi: 10.13204/j.gyjz200605025
[17]	Zhou Jing, Cai Jian. ELASTOPLASTIC BEARING CAPACITY ANALYSIS FOR CONCRETE-FILLED STEEL TUBE T-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 87-90. doi: 10.13204/j.gyjz200605023
[18]	Li Rong, Teng Jinguang, YueQingrui. EXPERIMENTAL STUDY ON BOND BEHAVIOR OF NSM CFRP STRIPS-CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 31-34. doi: 10.13204/j.gyjz200508007
[19]	Yang Youfu, Han Linhai. INFLUENCE OF CONCRETE COMPACTION ON THE BEHAVIOR OF CONCRETE-FILLED STEEL RHS(RECTANGULAR HOLLOW SECTION) STUB COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 62-65. doi: 10.13204/j.gyjz200408021
[20]	Chen Liuguo, Fang Congqi, Kou Xinjian, Chen Bing. BOND PROPERTY OF REINFORCED CONCRETE WITH CORRODED REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 15-17. doi: 10.13204/j.gyjz200405005