2008
DOI: 10.1016/j.ijmecsci.2008.08.003
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Response of frictional receding contact problems to cyclic loading

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Cited by 67 publications
(41 citation statements)
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“…Figure 6 shows the resulting rectangular steady-state orbit (black dashed line) and the transient evolution from a position A relatively close to the steady state. This transient was determined using arguments similar to those used in connection with Figure 2, but the results were also confirmed using the numerical algorithm described by Ahn and Barber [1].…”
Section: Three Angles Of One Sign and One Of The Othersupporting
confidence: 54%
“…Figure 6 shows the resulting rectangular steady-state orbit (black dashed line) and the transient evolution from a position A relatively close to the steady state. This transient was determined using arguments similar to those used in connection with Figure 2, but the results were also confirmed using the numerical algorithm described by Ahn and Barber [1].…”
Section: Three Angles Of One Sign and One Of The Othersupporting
confidence: 54%
“…Numerical and Experimental Analysis of a Frictionless Receding B. Rončević, A. Bakić, J. Kodvanj Contact between a Cylindrical Indenter, Layer and Substrate numerous authors in the past in order to model the indentation of the layer in receding contacts -for that reason the conventional approach was to regard the extent of the contact area as independent of the level of loading, while the contact stresses were understood to linearly depend on load intensity [1,6,7,18]. In contrast to that, by increasing R/h in the case of a cylindrical indenter the model asymptotically approaches the case of a flat punch as the limit case (i.e.…”
Section: Influence Of Load Intensity and Indenter Radiusmentioning
confidence: 99%
“…The case of anisotropy was investigated in papers [15]- [17], with particular reference to the results in [16] and [17], where the layer was modelled as a functionally graded material (FGM). Ahn and Barber investigated the case of frictional contact [18] under cyclic loading, but they used a uniformly distributed pressure of constant width.…”
Section: Introductionmentioning
confidence: 99%
“…Recently, a similar problem with the same geometry was solved by Ahn and Barber [40] to investigate the response of an elastic block pressed against a frictional rigid plane. They constructed an FE model consisting of 25,600 finite elements and 321 contact nodes to minimize the effect of mesh dependency on the results of FE analyses.…”
Section: An Elastic Block Pressed Against a Rigid Plane Surfacementioning
confidence: 99%