1969
DOI: 10.1016/0021-8928(69)90113-0
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Asymptotic solution of the contact problem for a thin elastic layer

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Cited by 27 publications
(28 citation statements)
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“…In the past, both, solution to the contact problem and stress distribution in the coating as a function of the prescribed boundary loading have been attempted. The solution to the contact pressure profile in the case of cylindrical contact between coated elastic solids has been obtained to varying degrees of sophistication by a number of investigators [1][2][3][4][5][6]. Most of the early work [1][2][3][4][5] considered an asymptotic problem of a very thin or thick coating.…”
Section: Stress Modeling In Plane-strainmentioning
confidence: 99%
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“…In the past, both, solution to the contact problem and stress distribution in the coating as a function of the prescribed boundary loading have been attempted. The solution to the contact pressure profile in the case of cylindrical contact between coated elastic solids has been obtained to varying degrees of sophistication by a number of investigators [1][2][3][4][5][6]. Most of the early work [1][2][3][4][5] considered an asymptotic problem of a very thin or thick coating.…”
Section: Stress Modeling In Plane-strainmentioning
confidence: 99%
“…The solution to the contact pressure profile in the case of cylindrical contact between coated elastic solids has been obtained to varying degrees of sophistication by a number of investigators [1][2][3][4][5][6]. Most of the early work [1][2][3][4][5] considered an asymptotic problem of a very thin or thick coating. Meijers [3], while considering an elastic layer over a rigid substrate demonstrated that the solutions for a thin and thick layer overlap so well that these solutions may apply to arbitrary layer thicknesses with excellent approximation.…”
Section: Stress Modeling In Plane-strainmentioning
confidence: 99%
“…The case of a spherical punch is somewhat more complicated [2]. He approximated the integrand of the kernel of the integral equation (15) as (in our notation) where B and C are new elastic constants to be determined from the conditions…”
Section: Aleksandrov's Asymptotic Solutionmentioning
confidence: 99%
“…where E (1) , v (1) and E (2) , v (2) are the modulus of elasticity and Poisson coefficient of the layer and the foundation, respectively.…”
Section: Q(λ)mentioning
confidence: 99%
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