A frequency-domain BIEM combining DBIEs and TBIEs for 3-D crack-inclusion interaction analysis

被引:5
作者
Mykhas'kiv, V. V. [1 ]
Butrak, I. O. [1 ]
Khay, O. M. [1 ]
Kilnytska, T. I. [1 ]
Zhang, Ch [2 ]
机构
[1] Pidstryhach Inst Appl Problems Mech & Math NASU, UA-79060 Lvov, Ukraine
[2] Univ Siegen, Dept Civil Engn, D-57076 Siegen, Germany
关键词
Three-dimensional elastic matrix; Spherical inclusion; Penny-shaped crack; Time-harmonic loading; Mixed-mode dynamic stress intensity factors; Boundary integral equation method; PENNY-SHAPED CRACK; STRESS INTENSITY FACTORS; INFINITE ELASTIC MEDIUM; PARALLEL SQUARE CRACKS; SPHERICAL INCLUSION; INTEGRAL-EQUATION; DYNAMIC INTERACTION; HARMONIC WAVE; INHOMOGENEITY;
D O I
10.1016/j.cma.2011.08.003
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The influence of a spherical elastic inclusion on a penny-shaped crack embedded in an infinite elastic matrix subjected to a time-harmonic crack-face or incident wave loading is investigated. A boundary integral equation method (BIEM) combining displacement boundary integral equations (DBIEs) on the matrix-inclusion interface and traction boundary integral equations (TBIEs) on the crack-surface is developed and applied for the numerical solution of the corresponding 3-D elastodynamic problem in the frequency domain. The singularity subtraction and mapping techniques in conjunction with a collocation scheme are implemented for the regularization and the discretization of the BIEs by taking into account the local structure of the solution at the crack-front. As numerical examples, the interaction of an elastic inclusion and a neighboring penny-shaped crack subjected to a tensile crack-surface loading or an incident plane longitudinal wave loading is investigated. The effects of the inclusion are assessed by the analysis of mixed-mode dynamic stress intensity factors (DSIFs) in dependence on the wave number, the material combination of the matrix and the inclusion, and the crack-inclusion orientation, size and distance. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:3270 / 3279
页数:10
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