PULL-OUT TEST AND ANALYSIS OF PRESSURE-TYPE ANCHOR OF CFRP TENOON

Zhang Peng; Zhang Shengli; Huang Liuyun; Deng Langni

doi:10.13204/j.gyjz201010022

Volume 40 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(10): 98-102

Zhang Peng, Zhang Shengli, Huang Liuyun, Deng Langni. PULL-OUT TEST AND ANALYSIS OF PRESSURE-TYPE ANCHOR OF CFRP TENOON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 98-102. doi: 10.13204/j.gyjz201010022

Citation:

Zhang Peng, Zhang Shengli, Huang Liuyun, Deng Langni. PULL-OUT TEST AND ANALYSIS OF PRESSURE-TYPE ANCHOR OF CFRP TENOON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 98-102. doi: 10.13204/j.gyjz201010022

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PULL-OUT TEST AND ANALYSIS OF PRESSURE-TYPE ANCHOR OF CFRP TENOON

doi: 10.13204/j.gyjz201010022

1.
Department of Civil Engineering,Guangxi University of Technology,Liuzhou 545006

Received Date: 2010-04-15
Publish Date: 2010-10-20

Abstract

Abstract

For the CFRP tendons being better applied to the rock bolt anchor,three-wire 7CFRP bar pressure-type anchor specimens were made.Through field tests it was analyzed theoretically the ultimate bearing capacity of anchor,displacement of the anchor head and the anchorage boby strain,by which it was formed a set of procedures of fabriction and construction of pressure-type CFRP tendon anchor.
- CFRP tendon,
- pressure-type anchor,
- pull-out test

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References(3)

References

程良奎.岩土锚因的现状与发展[J].土木工程学报,2001,34(3):7-12.

[2] Burong Zhang,Brahin Benmokrane.Design and Evaluation of aNew Bond-Type Anchorage System for Fiber ReinforcedPolymertendons[J].NRC Canada,2004,31:14-26.

[3] 高丹盈,朱海棠,谢晶晶.纤维增强塑料筋锚杆及其应用[J].岩土力学学报,2004,13(13):2205-2210.

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