1968
DOI: 10.1007/bf00382359
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The contact problem of a rigid cylinder on an elastic layer

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Cited by 161 publications
(71 citation statements)
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“…The equivalent integral equation for purely elastic layers was given by Aleksandrov (1962), and used by Meijers (1968) for the dry contact of a rigid cylinder on an elastic strip bonded to a rigid undeformable backing. Contributions to the deformation from the tangential traction forces have been discarded as they are O((H 0 /R) 3/2 ) and O((H 0 /R) −3/2 E 3/2 S )i nc omparison to the normal forces in positive and negative gaps, respectively.…”
Section: Boundary Conditionsmentioning
confidence: 99%
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“…The equivalent integral equation for purely elastic layers was given by Aleksandrov (1962), and used by Meijers (1968) for the dry contact of a rigid cylinder on an elastic strip bonded to a rigid undeformable backing. Contributions to the deformation from the tangential traction forces have been discarded as they are O((H 0 /R) 3/2 ) and O((H 0 /R) −3/2 E 3/2 S )i nc omparison to the normal forces in positive and negative gaps, respectively.…”
Section: Boundary Conditionsmentioning
confidence: 99%
“…The constrained column model (CCM) is derived from Hooke's law, with D(X)g i ven by 29) where the constant of proportionality is often referred to as a spring stiffness, K. Clearly, the CCM is restricted to compressible layers for which ν<0.5. For incompressible thin strips Meijers (1968), and Bentall & Johnson (1968) formulated the incompressible strip model (ICM) which yields the relationship…”
Section: Boundary Conditionsmentioning
confidence: 99%
“…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%
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