2002
DOI: 10.1007/s10010-002-0089-9
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Die Abplattung im Kontaktproblem paralleler Zylinder

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Cited by 4 publications
(4 citation statements)
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“…The well‐known Hertzian contact theory does not provide a correct solution regarding the flattening of two parallel cylinders under normal stress, as it leads to a geometrical error resulting in a wrong contact area. [ 27 ] However, Kunz et al [ 28,29 ] used FEM simulations to develop an equation allowing to estimate the elastic flattening w 0 of two parallel cylinders in contact (Equation (7)).w05.2×FnormalNEnormalV×l×[ 10.65×μnormalV2×(1e1.3×(lRV)0.7) ]…”
Section: Methodsmentioning
confidence: 99%
“…The well‐known Hertzian contact theory does not provide a correct solution regarding the flattening of two parallel cylinders under normal stress, as it leads to a geometrical error resulting in a wrong contact area. [ 27 ] However, Kunz et al [ 28,29 ] used FEM simulations to develop an equation allowing to estimate the elastic flattening w 0 of two parallel cylinders in contact (Equation (7)).w05.2×FnormalNEnormalV×l×[ 10.65×μnormalV2×(1e1.3×(lRV)0.7) ]…”
Section: Methodsmentioning
confidence: 99%
“…E-mail: roman.schneeweis@pa-innovations.com 2 KB.IC Consulting, Linz, Austria. The rod elements used to model a rolling contact are chosen for their rigidity according to the formulas of Hertzian stress [3].…”
Section: Technological Settingmentioning
confidence: 99%
“…Correspondingly, the experiment investigation consisting of compression of parallel cylinders or indenting a cylinder into an elastic body is carried out in [11,14]. Empirical equations of load-displacement are provided to verify theoretical solutions.…”
Section: Introductionmentioning
confidence: 99%
“…In Thwaite's compression test [15] of a contact between a cylinder and a half-space, the comparison of slopes (or contact stiffness) shows that the solution (2) is the closest to the experimental results. In Kunz's experimental investigation [14], it is found that the approach of parallel cylinders is proportional to the loading force: F=cE * Ld, where c is constant c=0.175. In the last few decades, some numerical studies of the finite length line contact have been carried out to investigate the effect of contact edge and bone shape of the contact area and on stress distribution [16,17].…”
Section: Introductionmentioning
confidence: 99%