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THB7  8/15/03  1:58 PM  Page 193

                                GEOMETRY OF PLANAR CAM PROFILES            193




              a                    R
         T

                                     a



                                                                      C
                           r         q                    e



                                                             f
                                       y
                   O                             l                              P





            FIGURE 7.9.  Cam mechanism with oscillating roller follower.





            7.4.2.5 Computation of the Local Properties.  As shown above, the curvature and the
            pressure angle depend on the displacement program and its derivatives. Thus, an adequate
            synthesis procedure of the displacement program is required.
               The synthesis of the displacement program has been traditionally based on a limited
            set of functions giving rise to parabolic, harmonic, cycloidal, trapezoidal, and polynomial
            motions. More complex motions, such as those appearing in indexing cam mechanisms,
            can  be  synthesized  using  spline  functions,  which  are  also  known  as  nonparametric
            splines.
               Nonparametric cubic splines, when applied to the displacement programs s(y) or f(y),
            take the simple forms
                                  3
                            (
                                                (
                     y y () =  A y y ) + (  -  2  C y y )+  D ,  y £  y £  y  (7.37)
                                     B y y ) +
                              -
                                                   -
                            i    i    i    i    i    i   i   i      i+1
            for i = 1,..., n - 1, and with y representing s in the case of translating followers, f in
            the case of their oscillating counterparts. Now, if we define the (n - 1)-dimensional vectors
            y, y¢, and y≤ in exactly the same way as defined in Subsec. 7.4.1, then the counterparts of
            relations (7.29) and (7.30) take the forms
                                         Ay¢¢ = 6 Cy                      (7.38)
                                             -
                                        y ¢ = (F GC )y                    (7.39)
            where A, C, F, and G are formally identical to their counterparts in Subsec. 7.4.1. Their
            differences are that a i and b i in the entries of these matrices in that subsection change to
            Dy i and 1/Dy i, respectively. In this case, obviously,
                                        Dy ∫ y  i+1  - y  i
                                          i
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