Dyson, IN and Williams, JA and Kapoor, A (1999) The effect of surface hardening on the elastic shakedown of elliptical contacts. Proceedings of the Institution of Mechanical Engineers, Part J: Journal of Engineering Tribology, 213. pp. 287-298. ISSN 1350-6501Full text not available from this repository.
The effect of varying both the aspect ratio and the coefficient of friction of contacts with elliptical geometry on their elastic shakedown performance has been examined theoretically for surfaces with two types of subsurface hardness or strength profiles. In stepwise hardening the hard layer is of uniform strength while in linear hardening its strength reduces from a maximum at the surface to that of the core at the base of the hardened layer. The shakedown load is expressed as the ratio of the maximum Hertzian pressure to the strength of the core material. As the depth of hardening, expressed as a multiple of the elliptical semi-axis, is increased so the potential shakedown load increases from a level that is appropriate to a uniform half-space of unhardened material to a value reflecting the hardness of the surface and near-surface material. In a step-hardened material, the shakedown limit for a surface 'pummelled' by the passage of a sequence of such loads reaches a cut-off or plateau value, which cannot be exceeded by further increases in hardening depth irrespective of the value of the friction coefficient. For a linear-hardened material the corresponding plateau is approached asymptotically. The work confirms earlier results on the upper bounds on shakedown of both point and line contacts and provides numerical values of shakedown loads for intermediate geometries. In general, the case depth required to achieve a given shakedown limit reduces in moving from a transversely moving nominal line load to an axisymmetric point load.
|Uncontrolled Keywords:||Elliptical contacts Shakedown Surface hardening|
|Divisions:||Div C > Materials Engineering|
|Depositing User:||Cron job|
|Date Deposited:||04 Feb 2015 23:04|
|Last Modified:||12 Mar 2015 01:19|