1998
DOI: 10.1137/s0036139998332938
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Integral Equation Methods and Numerical Solutions of Crack and Inclusion Problems in Planar Elastostatics

Abstract: We present algorithms for the crack-and inclusion problem in planar linear elastostatics. The algorithms are based on new integral equations. For the pure crack problem the integral equations are of Fredholm's second kind. Our algorithms show great stability and allow for solutions to problems more complex than previously has been possible. Our results are orders of magnitudes more accurate than those of previous investigators, which rely on integral equations of Fredholm's first kind.

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Cited by 16 publications
(5 citation statements)
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“…Several second kind singular integral equations can be derived for the elastostatic crack problem using potential representations due to Muskhelishvili [17,24]. We pick two equations and only state results.…”
Section: Two Integral Equationsmentioning
confidence: 99%
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“…Several second kind singular integral equations can be derived for the elastostatic crack problem using potential representations due to Muskhelishvili [17,24]. We pick two equations and only state results.…”
Section: Two Integral Equationsmentioning
confidence: 99%
“…Let qðzÞ be a weight given by qðzÞ ¼ ððz À c s Þðz À c e ÞÞ À 1 2 ; ð19Þ whose value for z 2 C is defined as the limit from the right of the branch given by a branch cut along C and zqðzÞ ¼ 1 at infinity [17]. The two Muskhelishvili integral equations then are…”
Section: Two Integral Equationsmentioning
confidence: 99%
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“…Many problems in elasticity (e.g., elastic materials with inclusions) [4][5][6] and crack problems in non-homogeneous materials with stress singularity [7][8][9] of solid mechanics, the electrostatics and magnetostatics (e.g., calculation characteristic parameters of microstrip lines in TEM approximation) [10,11], aerodynamics [12,13], electrodynamical (e.g., dispersion characteristics of 2D (two-dimensional) and 3D (three-dimensional) structures) [14,15], give rise to singular integrals with the Cauchy kernel. Since most Singular Integral Equations (SIE) arising in applications do not have analytical solutions, there is considerable interest in the numerical solution to these problems.…”
Section: Introductionmentioning
confidence: 99%