PULLOUT TEST AND FINITE ELEMENT ANALYSIS OF ADHESIVE ANCHORAGE SYSTEM

Dong Jing; Zhang Jianrong; Wu Jin

doi:10.13204/j.gyjz200702026

Volume 37 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(2): 103-106,102

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

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Dong Jing, Zhang Jianrong, Wu Jin. PULLOUT TEST AND FINITE ELEMENT ANALYSIS OF ADHESIVE ANCHORAGE SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 103-106,102. doi: 10.13204/j.gyjz200702026

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Citation:

Dong Jing, Zhang Jianrong, Wu Jin. PULLOUT TEST AND FINITE ELEMENT ANALYSIS OF ADHESIVE ANCHORAGE SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 103-106,102. doi: 10.13204/j.gyjz200702026

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PULLOUT TEST AND FINITE ELEMENT ANALYSIS OF ADHESIVE ANCHORAGE SYSTEM

doi: 10.13204/j.gyjz200702026

1.
1 Nanjing Construction Senior Vocational School Nanjing 210000;
2.
2 Tongji University Shanghai 200092;
3.
3 Fischer (Taicang) Fixings Co. Ltd. Taicang 215400

Received Date: 2006-09-19
Publish Date: 2007-02-20

Abstract

Abstract

Based on experimental research, the failure modes of adhesive anchorage system resist to pullout load are discussed. The failure of adhesive anchorage system can be derived from 5 factors: concrete failure, steel failure, adhesive failure, adhesives and concrete interface failure as well as steel and adhesive interface failure. Based on the features of different media in adhesive anchorage system, such as concrete, steel bar, adhesives, and bond-slide relationships between them, a finite element model for the analysis of multi-media system is proposed. A computer program is developed, whose result shows taht the calculated result coincides well with the test result.
- adhesive anchorage,
- embedment,
- finite element method,
- bonding interface

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References(5)

References

张建荣,石丽忠,吴进. 植筋锚固拉拔试验及破坏机理研究[J].结构工程师,2004,(05).

Cook R A,Kunz J,Fuchs W. Behavior and Design of Single Adhesive Anchors Under Tensile Load in Uncracked Concrete[J].ACI Structural Journal ACI,1998,(01):9-26.

Fuchs W,Eligehausen R,Breen J E. Concrete Capacity Design(CCD)Approach for Fastening to Concrete[J].ACI Structural Journal American Concrete Institute,1995,(01).

McVay M,Cook R A,Krishnamurthy K. Behavior of Chemically Bonded Anchors[J].Journal of Structural Engineering ASCE,1993,(09):2744-2762.

吴晓涵. 面向对象结构分析程序设计[M].北京:科学出版社,2002.

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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