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预应力锚索锚固机理的数值模型试验研究
引用本文:李峰,邓华锋,周济芳. 预应力锚索锚固机理的数值模型试验研究[J]. 三峡大学学报(自然科学版), 2009, 31(3): 11-14
作者姓名:李峰  邓华锋  周济芳
作者单位:1. 三峡大学土木水电学院,湖北,宜昌,443002
2. 二滩水电开发有限责任公司,成都,610021
基金项目:三峡大学青年科学基金项目 
摘    要:从理论分析着手,详细论述了岩体预应力锚索内锚固段的作用机理与剪应力分布规律,并以大型的岩土工程数值分析软件(ADINA)为研究手段,对预应力锚索的锚固机理进行了数值模拟计算和分析,最后用试验资料加以论证.

关 键 词:预应力锚索  锚固机理  数值模型试验

Numerical Model Tests for Anchoring Mechanism of Prestressed Anchor Rope
Li Feng,Deng Huafeng,Zhou Jifang. Numerical Model Tests for Anchoring Mechanism of Prestressed Anchor Rope[J]. Journal of China Three Gorges University(Natural Sciences), 2009, 31(3): 11-14
Authors:Li Feng  Deng Huafeng  Zhou Jifang
Affiliation:Li Feng Deng Huafeng Zhou Jifang (1. College of Civil & Hydropower Engineering, China Three Gorges Univ. , Yiehang 443002, China; 2. Er tan Hydropower Development Co. Ltd. , Chengdu 610021, China)
Abstract:Starting with theoretical analysis, the action mechanism of prestressed anchor rope and the distrib- uting regulation of shearing strength along grouted part were discussed in detail, and based on the numerical analysis software ADINA for large-sized geotechnical engineering, the action mechanism and the distributing regulation of shearing strength were computed and analysed. At last, lots of experiment data were used to testified the above-mentioned analysis.
Keywords:prestressed anchor rope  anchoring mechanism  numerical model tests
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