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岩体灌浆锚杆的非局部摩擦分析
引用本文:刘伟平,扶名福,罗小艳.岩体灌浆锚杆的非局部摩擦分析[J].上海力学,2005,26(2):280-285.
作者姓名:刘伟平  扶名福  罗小艳
作者单位:[1]南昌大学工程力学所,江西南昌330029 [2]南昌大学建筑工程学院,江西南昌330029
基金项目:教育部高等学校骨干教师资助计划项目,江西省经贸委资助项目
摘    要:本文对Oden等提出的非局部摩擦模型进行了修正,得到了修正后的非局部摩擦模型,并应用于岩土工程问题。文中利用Mindlin问题的位移解导出了岩体灌浆锚杆沿杆体表面所受的剪应力的弹性解,对岩体灌浆锚杆进行非局部摩擦分析,在简化的情况下,得到了在修正后的非局部摩擦模型下的岩体灌浆锚杆侧剪应力的积分形式,再用Maple程序求解,将其所得的结果与局部摩擦(库仑摩擦)模型下的侧剪应力进行比较,结果表明是合理有效的。

关 键 词:岩体  灌浆锚杆  非局部摩擦  Mindlin位移解  弹性解
文章编号:0254-0053(2005)02-280-6
修稿时间:2004年8月16日

Nonlocal Friction Analysis of Grouting Bolt in Rock
LIU Wei-ping,FU Ming-fu,LUO Xiao-yan.Nonlocal Friction Analysis of Grouting Bolt in Rock[J].Chinese Quarterly Mechanics,2005,26(2):280-285.
Authors:LIU Wei-ping  FU Ming-fu  LUO Xiao-yan
Institution:LIU Wei-ping1,FU Ming-fu1,LUO Xiao-yan2
Abstract:The nonlocal friction law proposed by Oden et al was modified and the modified nonlocal frication model to analyze the geotechincal problems was used. Based on Mindlin's solution of displacement, an elastic solution of shear stress on the bolt surface for grouting bolt in rock was derived. The grouting bolt in the rock was analyzed by using the modified nonlocal frication model, the integral form of shear stress was obtained and solved by programming Maple language, and its numerical solution was given. The nonlocal effect on the contact surface stress distribution is shown here. Compare with the solution to the local frication law, the results shows that the nonlocal friction law is feasible and reliable.
Keywords:rock  grouting bolt  nonlocal frication  Mindlin's solution of displacement  elastic solution
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