| 预应力岩石锚杆锚固段应力分布模式分析 |
| 投稿时间：2008-06-11 点此下载全文 |
| 引用本文：谷拴成,邵红旗,魏效农.预应力岩石锚杆锚固段应力分布模式分析[J].钻探工程,2008,35(11):38-41.GU Shuan-cheng,SHAO Hong-qi,WEI Xiao-nong. Analysis of Stress Distribution Model Along Anchoring Section of Prestressed Rock Bolt[J]. Drilling Engineering, 2008,35(11):38-41. |
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| 中文摘要:在对传统剪滞模型基本原理及受力特点进行分析的基础上，提出一种改进的剪滞模型，并利用该模型对预应力岩石锚杆作用机理进行分析，得到了浆体材料与岩体间的剪应力、钢筋与浆体材料间的结合应力分布模式及荷载-位移特性；并对该模型进行了受力分析，得到一些有实际意义的结论。 |
| 中文关键词:岩土锚固 预应力岩石锚杆 剪滞模型 锚固段 应力分布模式 |
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| Analysis of Stress Distribution Model Along Anchoring Section of Prestressed Rock Bolt |
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| Abstract:A refined shear lag model is presented based on the analysis on the basic principle and mechanical characteristic of traditional shear lag model. The model is applied to the analysis on mechanism of pre-stress anchor bolt, shear stress between grouting material and rock and bond stress distribution model & loading-deformation characteristic were obtained. Stress analysis was also made on the model for some conclusions with practical significance. |
| keywords:anchorage of rock and soil pre-stressed rock bolt shear lag model anchoring section distribution model of stress |
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