Page 106 - Tribology in Machine Design
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92   Tribology in machine design


                                 unrealistic model of the rough surface. When a more realistic surface model
                                 is considered, the proportionality between load and real contact area can in
                                 fact be obtained with an elastic mode of deformation.
                                   It is well known that on real surfaces the asperities have different heights
                                 indicated by a probability distribution of their peak heights. Therefore, the
                                 simple surface model must be modified accordingly and the analysis of its
                                 contact must now include a probability statement as to the number of the
                                 asperities in contact. If the separation between the smooth surface and that
                                 reference plane is d, then there will be a contact at any asperity whose height
                                 was originally greater than d (Fig. 3.12). If (f)(z) is the probability density of
                                 the asperity peak height distribution, then the probability that a particular
                                 asperity has a height between z and z + dz above the reference plane will be
                                 0(z)dz. Thus, the probability of contact for any asperity of height z is














                     Figure 3.12
                                 If we consider a unit nominal area of the surface containing asperities, the
                                 number of contacts n will be given by




                                 Since the normal approach is (z — d) for any asperity and N (- and A f are
                                 known from eqns (3.48) and (3.49), the total area of contact and the
                                 expected load will be given by




                                 and





                                 It is convenient and usual to express these equations in terms of
                                 standardized variables by putting h — d/a and s = z/a, o being the standard
                                 deviation of the peak height distribution of the surface. Thus
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