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直接施加本质边界条件的FE/EFG耦合算法及其数值实现
引用本文:柳军,严波,卢岳川,孙英学.直接施加本质边界条件的FE/EFG耦合算法及其数值实现[J].计算力学学报,2011,28(5):766-772.
作者姓名:柳军  严波  卢岳川  孙英学
作者单位:重庆大学 工程力学系,重庆 400044;重庆大学 工程力学系,重庆 400044;核反应堆系统设计技术重点实验室,成都610041;核反应堆系统设计技术重点实验室,成都610041;核反应堆系统设计技术重点实验室,成都610041
基金项目:核反应堆系统设计技术国家级重点实验室基金(ZDS-A-0908)资助项目.
摘    要:提出一种可以直接施加本质边界条件的有限元与无网格Galerkin(FE/EFG)耦合算法。将问题域分成FE和EFG两种类型的子域,采用转换矩阵耦舍两子域的交界面;通过另一转换矩阵将无网格区域本质边界上的名义位移转换成真实位移,从而可在其上直接施加本质边界条件;采用二次转换实现两种转换矩阵之间的协调。提出全域统一采用单元...

关 键 词:有限元法  EFG法  耦合算法  本质边界条件  数值实现
收稿时间:2010/4/28 0:00:00
修稿时间:2010/10/29 0:00:00

A FE/EFG coupled algorithm directly specifying essential boundary condition
LIU Jun,YAN Bo,LU Yue-chuan and SUN Ying-xue.A FE/EFG coupled algorithm directly specifying essential boundary condition[J].Chinese Journal of Computational Mechanics,2011,28(5):766-772.
Authors:LIU Jun  YAN Bo  LU Yue-chuan and SUN Ying-xue
Institution:Department of Engineering Mechanics,Chongqing University,Chongqing 400030,China;Department of Engineering Mechanics,Chongqing University,Chongqing 400030,China;Science and Technology on Reactor System Design Technology Laboratory,Nuclear Power Institute of China,Chengdu,610041,China;Science and Technology on Reactor System Design Technology Laboratory,Nuclear Power Institute of China,Chengdu,610041,China;Science and Technology on Reactor System Design Technology Laboratory,Nuclear Power Institute of China,Chengdu,610041,China
Abstract:A finite element and meshfree Galerkin (FE/EFG) coupled algorithm based on transformation matrices is presented.By means of two transformation matrices,the FE sub-domain and EFG sub-domain can be coupled effectively and the essential boundary condition can be imposed directly on the EFG sub-domain boundary.Two transformations are needed to deal with the nodes on the essential boundary and in the influence domain of the nodes on the interface between the two sub-domains.Furthermore,a partitioned-matrix method is proposed to calculate the transferred stiffness matrix which is stored in one-dimension variable bandwidth.The system equation is solved by the LU decomposition method.The computer program of the FE/EFG coupling method for three dimensional problems is developed.The efficiency of the algorithm presented in this papre is demonstrated by two numerical examples,a plate with a hole and a plate with a centre-crack under uniform tension.
Keywords:FEM  EFG method  coupling algorithm  essential boundary condition  program
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