2005
DOI: 10.1090/s0033-569x-05-00969-x
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Fundamental and singular solutions of Lamé equations for media with arbitrary elastic anisotropy

Abstract: Abstract. Fundamental and singular solutions of Lamé equations for media with arbitrary elastic anisotropy are constructed on the basis of multipolar expansions (expansions in spherical harmonics) of symbols and the corresponding operators. Theorems of convergence are formulated. A posteriori error estimates are presented.

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Cited by 35 publications
(10 citation statements)
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“…Due to the higher requirements for computational resources, spatial models are used much less frequently to solve the Lamb problem with a barrier, see [41]. In the case when it is necessary to take into account the elastic anisotropy of a half-plane or half-space, the methods of boundary integral equations can be used to solve the Lamb problems with the construction of the corresponding fundamental solutions [42][43][44].…”
Section: Mathematical Models For the Study Of Vertical Barriersmentioning
confidence: 99%
“…Due to the higher requirements for computational resources, spatial models are used much less frequently to solve the Lamb problem with a barrier, see [41]. In the case when it is necessary to take into account the elastic anisotropy of a half-plane or half-space, the methods of boundary integral equations can be used to solve the Lamb problems with the construction of the corresponding fundamental solutions [42][43][44].…”
Section: Mathematical Models For the Study Of Vertical Barriersmentioning
confidence: 99%
“…The displacement field produced by the crack discontinuity can be represented by the following double-layer potential; see Kupradze et al [13], Duduchava et al [14] ( ) ( ) ( , ) ( ) [16]. Properties and methods of construction of the elasticity tensor at the case of general elastic anisotropy are discussed in [15,16] and for wave dynamics in [18]. Now, the surface traction field on the   -plane can be defined by applying operator (2.2) to the potential (2.1) and transition to the non-tangential limits to  …”
Section: Stresses Acting On the   -Planementioning
confidence: 99%
“…Introducing N C :D C 0 D C C 1 D c , one readily computes Z where in the first line we used (30), in the second line the G-equivariance of C i was taken into account, and the third line is transformed on the basis of the substitution y D Q T x. Furthermore, the defining Equation (14) forˆE sh S .…”
Section: Onmentioning
confidence: 99%
“…For a general anisotropic material, a closed form expression for the fundamental solution of 3 D elastostatics is not known. The most general class of materials a fundamental solution has been computed, to the best of the author's knowledge, is the class of transversely isotropic materials, see .…”
Section: Introductionmentioning
confidence: 99%