Page 441 - Cam Design Handbook
P. 441

THB13  9/19/03  7:56 PM  Page 429

                                CAM SYSTEM DYNAMICS—RESPONSE               429

                                           1 +
                                   V* l () =  v* h () ◊  e - ilh dh
                                           - Ú 0
                                           b+
                                 Vd,,bl) =  v d,,q) ◊ e  - ilq d .       (13.60)
                                             (
                                                        q
                                  (
                                               b
                                           - Ú 0
               In a similar manner, Y*(l), A*(l), Y(d,b,l), and A(d,b,l) are defined as the Fourier
            transforms  of  y*(h),  a*(h),  y(d,b,q),  and  a(d,b,q)  respectively,  although  for  Y*(l)  and
            Y(d,b,q), the upper limit of the transform integral must extend to +•. The analog of Eq.
            (13.59) in the transform plane is as follows:
                                     (
                                                 (
                                              b
                                    Yd,, bl) =  d Y* bl)
                                                (
                                     (
                                    Vd,, bl) =  dV* bl)
                                             Ê  d ˆ
                                     (
                                                  (
                                    Ad,, bl) = Á ˜  A* bl) .             (13.61)
                                             Ë  b ¯
            Note that Y*(l) = Y(1,1,l).
               The dynamic error Z is defined as the difference between the actual and the static fol-
            lower  responses.  Let  k = w n/w,  where  w n is  the  natural  frequency  of  a  one  degree-of-
            freedom elastic model of the cam-follower system and w is the rotational speed of the
            cam. Neglecting damping, the governing equation of Z is assumed to be
                                          2
                                      Z ¢¢ + k Z  = ( a d,,bq ).         (13.62)
            The absence of a damping term in Eq. 13.62, required for the method developed here, is
            usually conservative. The amplitude of the residual vibration induced by the rise curve is
            then
                                            1
                                      Rk () =  Ad ( ,,b  k).            (13.63a)
                                            k
            Because v is defined to be zero for q < 0 and q > b, Eq. (13.63a) becomes
                                       Rk () = (  b  k).                (13.63b)
                                            V d,,
            The residual response spectrum is thus the Fourier spectrum of the velocity curve v(d,b,q).
            The area of an admissible velocity curve between q = 0 and b is equal to the follower rise d.
               Convolution, h(q), of two functions f(q) and g(q) is defined as

                                            +•
                                                  g q t)
                                      f g
                                h q () =* =  -• Ú  f t () ◊ (  -  dt.   (13.64a)
            In the transform plane,
                                                G l
                                      H l () = () ◊ ().                 (13.64b)
                                            F l
            It can be easily verified that the area under the curve h is equal to the product of the areas
            under the curves f and g, i.e.,
                                    ( area) = ( area) ◊( area) .         (13.65)
                                        h      f     g
            Also if f = 0 when q < 0 and q > q f , and g = 0 when q < 0 and q > q g , then h = 0 when q
            < 0 and q > q h, where
                                        q = q + q .                      (13.66)
                                         h   f  g
   436   437   438   439   440   441   442   443   444   445   446