A moving Kriging interpolation-based element-free Galerkin method for structural dynamic analysis

被引:90
|
作者
Tinh Quoc Bui [1 ,2 ]
Minh Ngoc Nguyen [3 ]
Zhang, Chuanzeng [1 ]
机构
[1] Univ Siegen, Dept Civil Engn, Chair Struct Mech, D-57076 Siegen, Germany
[2] Natl Univ Ho Chi Minh City, Univ Nat Sci, Fac Math & Comp Sci, Dept Computat Mech, Ho Chi Minh City, Vietnam
[3] Ruhr Univ Bochum, Dept Civil Engn, Inst Computat Engn, Bochum, Germany
关键词
Dynamic analysis; Vibration; Meshfree method; Moving Kriging interpolation; IMPROVED NUMERICAL DISSIPATION; FORCED VIBRATION ANALYSES; TIME-INTEGRATION METHODS; FINITE-ELEMENT; MLPG METHOD; LOKRIGING METHOD; CRACK-GROWTH; MESHLESS; SHELLS; PLATES;
D O I
10.1016/j.cma.2010.12.017
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, a meshfree method based on the moving Kriging interpolation is further developed for free and forced vibration analyses of two-dimensional solids. The shape function and its derivatives are essentially established through the moving Kriging interpolation technique. Following this technique, by possessing the Kronecker delta property the method evidently makes it in a simple form and efficient in imposing the essential boundary conditions. The governing elastodynamic equations are transformed into a standard weak formulation. It is then discretized into a meshfree system of time-dependent equations, which are solved by the standard implicit Newmark time integration scheme. Numerical examples illustrating the applicability and effectiveness of the proposed method are presented and discussed in details. As a consequence, it is found that the method is very efficient and accurate for dynamic analysis compared with those of other conventional methods. (C) 2010 Elsevier B.V. All rights reserved.
引用
收藏
页码:1354 / 1366
页数:13
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