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Elements of contact mechanics  67

     3.3.  Contact between       When two elastic bodies with convex surfaces, or one convex and one plane
     two elastic bodies in the   surface, or one convex and one concave surface, are brought together in
     form of spheres             point or line contact and then loaded, local deformation will occur, and the
                                 point or line will enlarge into a surface of contact. In general, its area is
                                 bounded by an ellipse, which becomes a circle when the contacting bodies
                                 are spheres, and a narrow rectangle when they are cylinders with parallel
                                 axes. These cases differ from those of the preceding section in that there are
                                 two elastic members, and the pressure between them must be determined
                                 from their geometry and elastic properties.
                                   The solutions for deformation, area of contact, pressure distribution and
                                 stresses at the initial point of contact were made by Hertz. They are
                                 presented in ESDU 78035 in a form suitable for engineering application.
                                 The maximum compressive stress, acting normal to the surface is equal and
                                 opposite to the maximum pressure, and this is frequently called the Hertz
                                 stress. The assumption is made that the dimensions of the contact area are
                                 small, relative to the radii of curvature and to the overall dimensions of the
                                 bodies. Thus the radii, though varying, may be taken as constant over the
                                 very small arcs subtending the contact area. Also, the deflection integral
                                 derived for a plane surface, eqn (3.1), may be used with very minor error.
                                 This makes the stresses and their distribution the same in both contacting
                                 bodies.
                                  The methods of solution will be illustrated by the case of two spheres of
                                 different material and radii R { and R 2- Figure 3.2 shows the spheres before
                                 and after loading, with the radius a of the contact area greatly exaggerated
                                                                                          2
                                                                                      2
                                                                          2
                                 for clarity. Distance z = R-R cos y%K-R( l -y /2 + ---)vRy 2*r /2R
                                 because cosy may be expanded in series and the small angle yzzr/R. If
                                points M! and M 2 in Fig. 3.2 fall within the contact area, their approach
                                distance M^M 2 is
















                      Figure 3.2

                                 where B is a constant (1/2)(1/R 1 + 1/R 2). If  one  surface is concave, as
                                 indicated by the dotted    line in Fig. 3.2, the distance is
                                         r2
                                 Zi — z 2 = ( /2)(l/K 1 — 1/-R 2) which indicates that when the contact area is
                                 on the inside of a surface the numerical value of its radius is to be taken as
                                 negative in all equations derived from eqn (3.1).
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