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全长粘结式锚杆的非局部摩擦分析
引用本文:刘伟平,扶名福,罗小艳.全长粘结式锚杆的非局部摩擦分析[J].上海力学,2008,29(3).
作者姓名:刘伟平  扶名福  罗小艳
作者单位:[1]南昌大学建筑工程学院,南昌330029 [2]江西科技师范学院,南昌330013
基金项目:教育部高校骨干教师资助计划,江两省教育厅科技计划项目,南昌大学校科研和教改项目
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.并应用于全长粘结式锚杆问题.文中利用Mindlin问题的位移解导出的全长粘结式锚杆沿杆体表面所受的剪应力的弹性解,对全长粘结式锚杆进行非局部摩擦分析,得到了在修正后的非局部摩擦模型下的全长粘结式锚杆的侧剪应力.文中修正的非局部摩擦模型下的全长粘结式锚杆的剪应力分布规律与试验得到的结果以及局部摩擦模型(库仑模型)下的计算结果进行了对比,结果表明修正的非局部摩擦模型下的计算结果与实验更符合.因此在描述此锚杆剪应力时,非局部摩擦模型比局部摩擦模型(库仑模型)更接近的实际.

关 键 词:全长粘结式锚杆  非局部摩擦  Mindlin位移解

Nonlocal Friction Analysis of Wholly Grouted Anchor
LIU Wei-ping FU Ming-fu School of Civil Engineering , Architecture,Nanchang University,Nanchang ,China LUO Xiao-yan Jiangxi Technology Normal Collage,Nanchang ,China.Nonlocal Friction Analysis of Wholly Grouted Anchor[J].Chinese Quarterly Mechanics,2008,29(3).
Authors:LIU Wei-ping FU Ming-fu School of Civil Engineering  Architecture  Nanchang University  Nanchang  China LUO Xiao-yan Jiangxi Technology Normal Collage  Nanchang  China
Institution:LIU Wei-ping FU Ming-fu School of Civil Engineering , Architecture,Nanchang University,Nanchang 330029,China LUO Xiao-yan Jiangxi Technology Normal Collage,Nanchang 330013,China
Abstract:The nonlocal friction law proposed by Oden et al was modified and the modified nonlocal frica- tion model to analyze the wholly grouted anchor was used.Based on Mindlin's solution of displacement,an elastic solution of shear stress on bolt surface for wholly grouted anchor was derived.Wholly grouted an- chor was analyzed by using the modified nonlocal frication model,the nonlocal effect on the contact sur- face stress distribution was shown here and the solution of shear stress on bolt surface was given.The...
Keywords:wholly grouted anchor  nonlocal frication  Mindlin's solution of displacement  
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