2009
DOI: 10.1016/j.ijsolstr.2009.08.003
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Compliance and Hill polarization tensor of a crack in an anisotropic matrix

Abstract: a b s t r a c tThis work aims at developing an efficient method to compute the compliance due to a crack modeled as a flat ellipsoid of any shape in an infinite elastic matrix of arbitrary anisotropy (Eshelby problem) when no closed-form solution seems currently available. Whereas the solution of this problem usually requires the calculation of the so-called fourth-order Hill polarization tensor if the ellipsoid is not singular, it is shown that the crack compliance can be derived from the first-order term in … Show more

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Cited by 17 publications
(26 citation statements)
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“…Let us consider the two global unit orthogonal vectors e 1 and e 2 in the plane ξ 3 = 0; any unit vector in this plane reads then ξ = cos ψe 1 + sin ψe 2 . It follows that the acoustic tensor K = ξ.C.ξ takes the form:…”
Section: A Proposed Methodology For the Determination Of P Tensormentioning
confidence: 99%
See 2 more Smart Citations
“…Let us consider the two global unit orthogonal vectors e 1 and e 2 in the plane ξ 3 = 0; any unit vector in this plane reads then ξ = cos ψe 1 + sin ψe 2 . It follows that the acoustic tensor K = ξ.C.ξ takes the form:…”
Section: A Proposed Methodology For the Determination Of P Tensormentioning
confidence: 99%
“…We begin with a brief description of the Mori-Tanaka homogenization scheme, that will be further used to obtain the effective compliance (2). The focus of section 3 is the derivation of an analytic expression of the Eshelby tensor for 3D microcracks systems.…”
Section: Introductionmentioning
confidence: 99%
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“…where the superscript 𝑑 stands for disk, since the limit 𝑋 → 0 has been taken. This tensor is computed from the 𝑂 (𝑋) term in the expansion of Q 𝐼,𝑚 , as shown by the theorem proved in Barthelemy [3] (see appendix of that reference). The important result of the theorem is that U 𝑑,0 is also singular, and its kernel is…”
Section: Flat Voidsmentioning
confidence: 99%
“…The elastic behavior of a medium with randomly oriented cracks has been exhaustively studied in the literature (Barthélémy, 2009;Budiansky and O'Connell, 1976;Henyey and Pomphrey, 1982;Hudson, 1980;Kachanov, 1993;Kachanov et al, 1994;Kemeny and Cook, 1986;Sayers and Kachanov, 1991;Schoenberg and Sayers, 1995;Walsh, 1965). However, natural fractures are not randomly distributed within the Soultz EGS site (Valley, 2007).…”
Section: Theoretical Backgroundmentioning
confidence: 99%