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90   Tribology in machine design


                                     standard deviation, cr, the distribution of summit heights is very nearly
                                     Gaussian with a standard deviation



                                     The mean height of the summits lies between 0.5cr and 1.5cr above the
                                     mean level of the surface. The same result is true for peak heights in a
                                     profilometer trace. A peak in the profilometer trace is identified when,
                                     of three adjacent sample heights, z,-_  t and z f+1 , the middle one z, is
                                     greater than both the outer two.
                                 (ii) the mean summit curvature is of the same order as the r.m.s. curvature
                                     of the surface, i.e.



                                 (iii) by identifying peaks in the profile trace as explained above, the number
                                     of peaks per unit length of trace rj p can be counted. If the wavy surface
                                     were regular, the number of summits per unit area q s would be ^. Over
                                     a wide range of finite sampling intervals



                                     Although the sampling interval has only a second-order effect on the
                                     relationship between summit and profile properties it must be
                                    emphasized that the profile properties themselves, i.e. o k and cr p are
                                     both very sensitive to the size of the sampling interval.


                                 3.8.2. Contact of nominally flat rough surfaces
                                Although in general all surfaces have roughness, some simplification can be
                                achieved if the contact of a single rough surface with a perfectly smooth
                                surface is considered. The results from such an argument are then
                                reasonably indicative of the effects to be expected from real surfaces.
                                Moreover, the problem will be simplified further by introducing a
                                theoretical model for the rough surface in which the asperities are
                                considered as spherical cups so that their elastic deformation charac-
                                teristics may be defined by the Hertz theory. It is further assumed that there
                                is no interaction between separate asperities, that is, the displacement due
                                to a load on one asperity does not affect the heights of the neighbouring
                                asperities.
                                  Figure 3.11 shows a surface of unit nominal area consisting of an array of
                                identical spherical asperities all of the same height z with respect to some
                                reference plane XX'. As the smooth surface approaches, due to the








                      Figure 3.11
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