Two-dimensional stress analysis of functionally graded solids using the MLPG method with radial basis functions

被引:36
作者
Gilhooley, D. F. [1 ,3 ]
Xiao, J. R. [6 ]
Batra, R. C. [4 ]
McCarthy, M. A. [1 ,2 ,3 ]
Gillespie, J. W., Jr. [5 ,6 ,7 ]
机构
[1] Univ Limerick, Composites Res Ctr, Limerick, Ireland
[2] Univ Limerick, Mat & Surface Sci Inst, Limerick, Ireland
[3] Univ Limerick, Dept Mech & Aeronaut Engn, Limerick, Ireland
[4] Virginia Polytech Inst & State Univ, Dept Engn Sci & Mech, Blacksburg, VA 24061 USA
[5] Univ Delaware, Dept Mat Sci & Engn, Newark, DE 19716 USA
[6] Univ Delaware, Ctr Composite Mat, Newark, DE 19716 USA
[7] Univ Delaware, Dept Civil & Struct Engn, Newark, DE 19716 USA
关键词
functionally graded material; MLPG method; radial basis functions; static and dynamic problems;
D O I
10.1016/j.commatsci.2007.05.003
中图分类号
T [工业技术];
学科分类号
08 [工学];
摘要
The meshless local Petrov-Galerkin (MLPG) method is used for analysing two-dimensional (213) static and dynamic deformations of functionally graded materials (FGMs) with material response modelled as either linear elastic or as linear viscoelastic. The multiquadric radial basis function (RBF) is employed to approximate the trial solution. Results are computed with two different choices of test functions, namely a fourth-order spline weight function, and a Heaviside step function, each having a compact support. No background mesh is used to numerically evaluate integrals appearing in the weak formulation of the problem, thus the method is truly meshless. A benefit of using RBFs is that they possess the Kronecker delta property; thus it is easy to satisfy essential boundary conditions. For five problems, the computed results are found to match well with those either from their analytical solutions or numerical solutions of other researchers who employed different algorithms. For a dynamic problem, the Laplace-transform technique is utilised. The numerical examples illustrate that displacements and stress distributions in a structure made of an FGM differ considerably from those at the corresponding points in the same structure made of a homogeneous material. Thus, the inhomogeneity in material properties can be exploited to optimise stress distribution, minimise deflection and reduce the maximum stress. (C) 2007 Elsevier B.V. All rights reserved.
引用
收藏
页码:467 / 481
页数:15
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