1991
DOI: 10.1016/0021-8928(91)90119-f
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Fundamental solutions in an elastic space in the case of moving loads

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Cited by 4 publications
(5 citation statements)
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“…Differential Equations -Theory and Current Research as u ½ F ¼ 0: For the gaps of these functions, the theorem has been proved on the basis of classic methods (see [4,5]). For full proof of this theorem, see [6].…”
Section: Shock Waves As Generalized Solutions Of Transport Lame Equatmentioning
confidence: 99%
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“…Differential Equations -Theory and Current Research as u ½ F ¼ 0: For the gaps of these functions, the theorem has been proved on the basis of classic methods (see [4,5]). For full proof of this theorem, see [6].…”
Section: Shock Waves As Generalized Solutions Of Transport Lame Equatmentioning
confidence: 99%
“…(17) and solving the corresponding system of linear algebraic equations for the Fourier transforms U(ξ 1 ,ξ 2 ,ξ 3 ). It is reduced to the form (see [4]).…”
Section: ð21þmentioning
confidence: 99%
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“…This tensor was constructed in Ref. 4, and its components have the form where and (z) is Heaviside's function. Note that, at supersonic velocities, the carrier U is the interior of a cone with angle arctg (1/m 1 ) at the vertex; supp U = {(x, z): z > m 1 ||x||}.…”
Section: Green's Tensor For An Elastic Half-space With a Free Boundarmentioning
confidence: 99%
“…To do this, we employ the complete Fourier transform of this tensor, which has previously been constructed in Ref. 4. Its incomplete transform with respect to two of the Fourier variables corresponding to x 1 and x 2 enables us to construct the Fourier transform of the tensor U with respect to z:for subsonic speeds and, for transonic and supersonic speeds, where F() = 2i −1 K 0 () for transonic speeds and F() = H 0 () for supersonic speeds, K 0 is MacDonald's function, H 0 is the Hankel function of the second kind (H (2) 0 when > 0) and of the first kind (H (1) 0 when < 0) and r = x 2 1 + x 2 2 .…”
Section: Fundamental Spatially-periodic Solutionsmentioning
confidence: 99%