Eigenstrain formulation of boundary integral equations for modeling particle-reinforced composites

被引:16
|
作者
Ma, Hang [1 ]
Yan, Cheng [2 ]
Qin, Qing-Hua [3 ]
机构
[1] Shanghai Univ, Coll Sci, Dept Mech, Shanghai 200444, Peoples R China
[2] Queensland Univ Technol, Sch Engn Syst, Brisbane, Qld 4001, Australia
[3] Australian Natl Univ, Dept Engn, Canberra, ACT 0200, Australia
基金
澳大利亚研究理事会; 中国国家自然科学基金;
关键词
Inhomogeneity; Equivalent inclusion; Eigenstrain; Eshelby tensor; Representative volume element; Boundary integral equation; INCLUSION PROBLEMS; ELASTIC FIELD; SHAPES; MODULI;
D O I
10.1016/j.enganabound.2008.06.002
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A novel computational model is presented using the eigenstrain formulation of the boundary integral equations for modeling the particle-reinforced composites. The model and the solution procedure are both resulted intimately from the concepts of the equivalent inclusion of Eshelby with eigenstrains to be determined in an iterative way for each inhomogeneity embedded in the matrix. The eigenstrains of inhomogeneity are determined with the aid of the Eshelby tensors, which can be readily obtained beforehand through either analytical or numerical means. The solution scale of the inhomogeneity problem with the present model is greatly reduced since the unknowns appear only on the boundary of the solution domain, The overall elastic properties are solved using the newly developed boundary point method for particle-reinforced inhomogeneous materials over a representative volume element with the present model. The effects of a variety of factors related to inhomogeneities on the overall properties of composites as well as on the convergence behaviors of the algorithm are studied numerically including the properties and shapes and orientations and distributions and the total number of particles, showing the validity and the effectiveness of the proposed computational model. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:410 / 419
页数:10
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