1964
DOI: 10.1007/bf01704059
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Stress and displacement distributions in an elastic layer acted on by internal point forces

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1968
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Cited by 4 publications
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“…Although the analytical solution for a half plane and a half space loaded by an interior point load was provided by Melan (1932) and Mindlin (1953), respectively (Melan, 1932;Mindlin, 1953), no closed form solution of the problem of an elastic layer of finite height loaded by an internal point force can be found in Literature. The latter problem is partially addressed in Shekhter and Prikhodchenko (1964) by representing the displacement field through the Marguerre solution. In that reference, the solution is sought as a sum of a particular solution, connected to the point load acting inside the layer, and a homogeneous solution, which allows satisfying the boundary conditions (BCs) at the boundaries.…”
Section: Introductionmentioning
confidence: 99%
“…Although the analytical solution for a half plane and a half space loaded by an interior point load was provided by Melan (1932) and Mindlin (1953), respectively (Melan, 1932;Mindlin, 1953), no closed form solution of the problem of an elastic layer of finite height loaded by an internal point force can be found in Literature. The latter problem is partially addressed in Shekhter and Prikhodchenko (1964) by representing the displacement field through the Marguerre solution. In that reference, the solution is sought as a sum of a particular solution, connected to the point load acting inside the layer, and a homogeneous solution, which allows satisfying the boundary conditions (BCs) at the boundaries.…”
Section: Introductionmentioning
confidence: 99%
“…Kupradze [13] studied elastic bodies bounded by either one or two parallel planes, and sought the solution in the form of Fourier type integrals involving Kelvin's fundamental matrix. In the area of soil mechanics, Shekhter and Prikhodchenko [29,30] studied the response of a three-dimensional layer on a rigid base under a horizontal force by using Kelvin's solution and an auxiliary Galerkin's vector.…”
Section: Introductionmentioning
confidence: 99%