EXPERIMENTAL STUDY ON ANCHORING BEHAVIOR OF EXTERNALLY PRESTRESSED PARTIALLY BONDED SYSTEM

Guo Jiantong; Wang Hairu; Yuan Jiaqiang; Qiu Delong; Li Xiaoming

doi:10.13204/j.gyjz200408017

Volume 34 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(8): 51-52,35

Guo Jiantong, Wang Hairu, Yuan Jiaqiang, Qiu Delong, Li Xiaoming. EXPERIMENTAL STUDY ON ANCHORING BEHAVIOR OF EXTERNALLY PRESTRESSED PARTIALLY BONDED SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 51-52,35. doi: 10.13204/j.gyjz200408017

Citation:

Guo Jiantong, Wang Hairu, Yuan Jiaqiang, Qiu Delong, Li Xiaoming. EXPERIMENTAL STUDY ON ANCHORING BEHAVIOR OF EXTERNALLY PRESTRESSED PARTIALLY BONDED SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 51-52,35. doi: 10.13204/j.gyjz200408017

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EXPERIMENTAL STUDY ON ANCHORING BEHAVIOR OF EXTERNALLY PRESTRESSED PARTIALLY BONDED SYSTEM

doi: 10.13204/j.gyjz200408017

1.
1. Beijing Keran Prestress Engineering Co.,Ltd Beijing 100080;
2.
2. Central Research Institute of Building and Construction,MCC Group Beijing 100088;
3.
3. Beijing Fengtai Municipal Engineering Company Beijing 100054

Received Date: 2003-09-20
Publish Date: 2004-08-20

Abstract

Abstract

A full-size model test of bonding behavior as carried out according to the strengthening a continuous box girder bridge with partially bonded anchoring system; the anchoring behavior of the system and the action of the anchor-bearing plate were also analyzed, which provides a basis for the design and construction of strengthening bridges.
- bond behavior,
- anchor,
- strengthening,
- bridge

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References(4)

References

党志杰.斜拉索的疲劳抗力.桥梁建设,1999(4)

[2] 樊文林,张增茂.采用无粘结预应力的温塘河大桥.公路,1997(7)

[3] 勒明君,杨立财.体外预应力筋加固旧桥技术分析与探讨.石家庄铁道学院学报,1992,12(1)

[4] 郭建通,等.体外预应力技术在桥梁加固中的应用.工业建筑,2002(9)

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