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基于Hamilton体系的弹性力学问题的比例边界有限元方法
引用本文:胡志强,林皋,王毅,刘俊.基于Hamilton体系的弹性力学问题的比例边界有限元方法[J].计算力学学报,2011,28(4):510-516.
作者姓名:胡志强  林皋  王毅  刘俊
作者单位:大连理工大学建设工程学部水利工程学院,大连,116024
基金项目:国家自然科学重点基金(90510018);大连理工大学交叉学科建设专项(数学+X)项目(MXDUT072001)资助项目.
摘    要:比例边界有限元方法是求解偏微分方程的一种半解析半数值解法。对于弹性力学问题,可采用基于力学相似性、基于比例坐标相似变换的加权余量法和虚功原理得到以位移为未知量的系统控制方程,属于Lagrange体系。但在求解时,又引入了表面力为未知量,控制方程属于Hamilton体系。因而,本文提出在比例边界有限元离散方法的基础上,利...

关 键 词:Hamilton体系  比例边界有限元  弹性力学  边界刚度矩阵
收稿时间:2009/7/13 0:00:00
修稿时间:2009/11/12 0:00:00

A Hamiltonian-based derivation of scaled boundary finite element method for elasticity
HU Zhi-qiang,LIN Gao,WANG Yi and LIU Jun.A Hamiltonian-based derivation of scaled boundary finite element method for elasticity[J].Chinese Journal of Computational Mechanics,2011,28(4):510-516.
Authors:HU Zhi-qiang  LIN Gao  WANG Yi and LIU Jun
Institution:Faculty of Infrastrcture Engineering, School of Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China;Faculty of Infrastrcture Engineering, School of Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China;Faculty of Infrastrcture Engineering, School of Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China;Faculty of Infrastrcture Engineering, School of Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China
Abstract:The scaled boundary finite element method (SBFEM) is a semi-analytical and semi-numerical solution approach for solving partial differential equation. For problem in elasticity, the governing equations can be obtained by mechanically based formulation, Weighted residual formulation and principle of virtual work based on Scaled-boundary-transformation. These formulations are described in the frame of Lagrange system and the unknowns are displacements. In this paper, the discretization of the SBFEM and the dual system to solve elastic problem proposed by W.X. Zhong are combined to derive the governing equations in the frame of Hamilton system by introducing the dual variables. Then the algebraic Riccati equations of the static boundary stiffness matrix for the bounded and unbounded domain are derived based on the hybrid energy and Hamilton variational principle in the interval. The eigen-vector method and precise integration method can be employed to solve the algebraic Riccati equations for static boundary stiffness matrice.
Keywords:Hamilton system  scaled boundary finite element  mechanics of elasticity  boundary stiffness matrix
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