PUSH-OUT TEST ON SHEAR BOND STRENGTH OF CFST

Liu Yong-jian; Chi Jian-jun

doi:10.13204/j.gyjz200604024

Volume 36 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 78-80

Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015

Citation:

Liu Yong-jian, Chi Jian-jun. PUSH-OUT TEST ON SHEAR BOND STRENGTH OF CFST[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 78-80. doi: 10.13204/j.gyjz200604024

Citation:

Liu Yong-jian, Chi Jian-jun. PUSH-OUT TEST ON SHEAR BOND STRENGTH OF CFST[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 78-80. doi: 10.13204/j.gyjz200604024

PDF( 0 KB)

PUSH-OUT TEST ON SHEAR BOND STRENGTH OF CFST

doi: 10.13204/j.gyjz200604024

Liu Yong-jian¹,
Chi Jian-jun²

1.
1. Highway School of Chang'an University Xi'an 710064;
2.
2. Liaoning Institute of Communications Design Shenyang 110005

Received Date: 2005-12-25
Publish Date: 2006-04-20

Abstract

Abstract

In order to study the behavior of shear bond at the interface of Concrete-Filled Steel Tubes(CFST),and the influence of section types on the behavior,11 repeated push-out tests were carried out,including 5 circular and 6 square CFST specimens.Based on tests results,the composing of shear bond force,failure mode and the factors of effect on the shear bond strength are analyzed.Tests results indicate that the shear bond force-slip curves of circular CFST specimens are similar to the square one.The shear bond strength of circular CFST is great than the square one,and is not considerably affected by the concrete strength.
- CFST,
- push-out test,
- shear bond strength,
- load-slip curve

FullText(HTML)

References(5)

References

韩林海. 钢管混凝土结构. 北京: 科学出版社, 2000

钟善桐. 高层钢管混凝土结构. 哈尔滨: 黑龙江科学技术出版社,1999

蔡绍怀. 现代钢管混凝土结构. 北京: 人民交通出版社,2003

薛立红. 钢管混凝土柱组合界面抗剪连接的试验研究: [ 博士学位论文]. 北京: 中国建筑科学研究院, 1994

Virdi K S, Dowling P J. Bond Strength in Concrete Filled Circular SteelTubesPPCESLIC Report CC11. Engrg. Struct. Lab., Civ. Engry. Dept,Imperial College, London:1975

Relative Articles

[1]	ZHOU Zhijun, TIAN Yeqing, ZHANG Mingyi, WANG Kangchao, ZHU Shanshan. Analysis on Bearing Characteristics of Pile Groups with Post-Grouting at Pile Ends in Loess Areas[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 182-190. doi: 10.3724/j.gyjzG22090209
[2]	ZHOU Xuhong, LUO Yintao, WANG Wenling, WANG Yuhang, LU Yao. Optimizational Analysis on Structural Parameters and Study on Practical Deformation Analysis Methods for High-Rise Pile Cap Foundations of Offshore Wind Turbines[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 1-12. doi: 10.13204/j.gyjzG23022210
[3]	LI Zhenling, QIN Siyuan. Study on Horizontal Load-Bearing and Deformation Performances of Monopile Foundations for Offshore Wind Turbines Based on In-Situ Static Load Tests[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 13-18. doi: 10.13204/j.gyjzG22122304
[4]	LI Shu'an, ZHANG Junhua, TIAN Shizhen, WU Jianqun, CHANG Jingcheng, WANG Yukui. RESEARCH ON BEARING CHARACTERISTICS OF GROUP PILE FOUNDATIONS CONSIDERING PILE-SOIL-CAP INTERACTION IN STRATIFIED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 65-71. doi: 10.13204/j.gyjzG201908210002
[6]	Fan Xianming, Ren Qing, Gao Zhanshi. COUPLED HORIZONTAL AND ROCKING VIBRATION OF LARGE-DIAMETER END-BEARING PILE IN LAYERED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 96-102. doi: 10.13204/j.gyjz201410020
[7]	Zhang Min, Ma Jianlin, Chai Rui, Wu Weisheng. STUDY OF INFLUENCE OF SHEAR RING ON FORCE AND DEFORMATION PROPERTIES OF STEEL TUBULAR COMPOSITE PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 67-72,88. doi: 10.13204/j.gyjz201311016
[8]	Hu Lifeng, Zhang Zhao, Gong Weiming, Xu Guoping, Guo Chao. MODEL TEST ON BEARING CAPACITY OF COMPOSITE PILE FOUNDATION IN TOP-DOWN ORDER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 76-80. doi: 10.13204/j.gyjz200911018
[9]	Xu Biao, Wang Qi-zhi. DEFORMATION PROPERTY OF PILE GROUP COMPOSITE FOUNDATION IN LAYERED SOIL SUBJECTED TO A HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 88-92. doi: 10.13204/j.gyjz200712021
[10]	Zhao Honghua, Han Xuanjiang. DEFORMATION STUDY ON COMPOSITE FOUNDATION WITH CEMENT MIXING PILES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 63-65. doi: 10.13204/j.gyjz200706016
[11]	Duan Yonghui, Xiao Zhaoran, Zhang Zhao. RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 54-56. doi: 10.13204/j.gyjz200602016
[12]	Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017
[13]	Zai Jinmin, Wang Xudong, Yu Chuang. RESEARCH ON THE SOIL ADDITIONAL STRESS AND SIMPLIFIED SETTLEMENT CALCULATION OF COMPOSITE PILE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 24-27. doi: 10.13204/j.gyjz200505006