2009
DOI: 10.1007/s10704-009-9390-z
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3-D dynamic interaction between a penny-shaped crack and a thin interlayer joining two elastic half-spaces

Abstract: elastodynamic interaction between a penny-shaped crack and a thin elastic interlayer joining two elastic half-spaces is investigated by an improved boundary integral equation method or boundary element method. The pennyshaped crack is embedded in one of the half-spaces, perpendicular to the interlayer and subjected to a time-harmonic tensile loading on its surfaces. Effective "spring-like" boundary conditions are applied to approximate the effects of the thin layer in the mathematical model. Integral represent… Show more

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Cited by 26 publications
(11 citation statements)
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“…Due to the substantially more complex solution, if compared to the case of cracks in homogeneous materials, the possible contact interaction was neglected in the above papers. A similar simplification was also used by Bouden et al (1991), Zhang (1991), Qu (1994Qu ( , 1995, Wang and Gross (2001), Mykhas'kiv et al (2009), Wünsche et al (2009). To overcome the difficulties and to avoid the regularization and numerical evaluation of the hypersingular integrals, the modified system of boundary integral equations was proposed by Menshykova et al (2009).…”
mentioning
confidence: 99%
“…Due to the substantially more complex solution, if compared to the case of cracks in homogeneous materials, the possible contact interaction was neglected in the above papers. A similar simplification was also used by Bouden et al (1991), Zhang (1991), Qu (1994Qu ( , 1995, Wang and Gross (2001), Mykhas'kiv et al (2009), Wünsche et al (2009). To overcome the difficulties and to avoid the regularization and numerical evaluation of the hypersingular integrals, the modified system of boundary integral equations was proposed by Menshykova et al (2009).…”
mentioning
confidence: 99%
“…=̃2 , (13) where: = ( ), 0 < < 2 is a set of parametric boundary equations, = ( , ), = ( , ), = 1, 2; = ( ), = ( ), = ℎ, = + ℎ 2 , ℎ = 2 , is a set of points of the partition boundaries, ̃1 ,̃2 are known functions, which are determined by (4). After determination of the unknown functions, dynamic stresses of the plate are calculated by dependencies, which are obtained in accordance with representation (7) by providing singular components in the kernels of equations and consequently using Plemelj-Sokhotski formulas:…”
Section: Numeric Solution Algorithmmentioning
confidence: 99%
“…The construction of their analytical solutions, analysis of wave fields in the vicinity of t defects constitute a broad class of problems whose decompositions require the involvement of complex mathematical apparatus. The development of this mathematical apparatus has been carried out by many scientists [1][2][3][4][5][6][7][8][9][10][11][12][13][14]. One of the powerful methods for solving problems of wave diffraction on defects of various forms is the method of discontinuous solutions.…”
Section: Introductionmentioning
confidence: 99%