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有限覆盖无单元法在岩土类弱拉型材料摩擦接触问题中的应用
引用本文:栾茂田,田荣,杨庆,张大林.有限覆盖无单元法在岩土类弱拉型材料摩擦接触问题中的应用[J].岩土工程学报,2002,24(2):137-141.
作者姓名:栾茂田  田荣  杨庆  张大林
作者单位:大连理工大学土木工程系、海岸与近海工程国家重点实验室;大连理工大学土木工程系、海岸与近海工程国家重点实验室 辽宁大连116024;辽宁大连116024;辽宁大连1;
基金项目:国家自然科学基金资助项目 (1 0 1 72 0 2 2 )
摘    要:介绍了平面弹性摩擦接触问题的参变量最小势能原理 ,进而在Simo等研究基础上推导建立了适合于岩土类等弱性受拉材料的扩展Lagrange乘子法的迭代格式 ,在无单元方法的理论框架下讨论了扩展Lagrange乘子法的具体数值实施过程 ,并进行了算例分析与比较研究 ,着重探讨了有限覆盖无单元方法与现有无单元Galerkin法在处理界面接触问题时的不同之处及其优越性

关 键 词:裂纹(裂缝)  节理(裂隙)  无单元/无网格法  非连续性  流形  有限覆盖-无单元法  
文章编号:1000-4548(2002)02-0137-05
修稿时间:2001年6月11日

Applications of the finite-cover element-free method in friction contact problems of tension-weak geomaterials
LUAN Maotian,TIAN Rong,YANG Qing,ZHANG Dalin.Applications of the finite-cover element-free method in friction contact problems of tension-weak geomaterials[J].Chinese Journal of Geotechnical Engineering,2002,24(2):137-141.
Authors:LUAN Maotian  TIAN Rong  YANG Qing  ZHANG Dalin
Affiliation:Department of Civil Engineering and State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technolology Dalian 116024 China
Abstract:In this paper, the finite cover based element free method is developed for applying to the friction contact problems of tension weak geomaterials. The variational parametric principle of minimum potential energy for plane elastic friction contact problem is presented. Then based on the studies of Simo and Lauren, an effective iterative scheme of the augmented Lagrangian multiplier procedure is established for the tension weak geomaterials and it is numerically implemented within the theoretical framework of the element free method. The slippage problem of an elastic block along a rigid base is analyzed by the proposed algorithm as an example and the numerical results are compared with the conventional element free methods. Discussions are made to address the difference of the proposed finite cover based element free method and conventional element free Galerkin methods in treatment of contact problem of interfaces and potential merits of the proposed method.
Keywords:cracks  joints  element  /mesh  free method  discontinuity  manifold  finite  cover  based element  free method  
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