Page 374 - Cam Design Handbook
P. 374

THB12  9/19/03  7:34 PM  Page 362

          362                      CAM DESIGN HANDBOOK

             Substituting z = x - y yields
                                       +
                                          +
                                         ˙
                                     mz bz kz = - my ˙˙                 (12.3)
                                      ˙˙
          which places in evidence the prominent role of cam function acceleration y on the vibrat-
          ing system, similar to a system response to a shock input at its foundation.
             The general solution to Eq. (12.3) consists of the complementary or transient solution
          plus the particular solution. The complementary solution is the solution to the homoge-
          nous equation
                                          ˙ +
                                      ˙˙+
                                     mz bz kz = 0
                                   z ˙˙+ 2zw n z ˙ +w n 2  = 0
                                  where w = ( km) 12
                                          n
                                         z =  1 2  b(1  km) 12
          and is
                                                      ( [
                                  ( [
                                                           12
                                       12
                       z =  Ae  -zw  t n sin 1 -z  2 ) w  t]+  Be  -zw  t n cos 1 -z  2 ) w  t]  (12.4)
                        c                  n                  n
          where  A and  B are  determined  in  conjunction  with  the  particular  solution  and  the
          initial  conditions.  One  form  of  the  particular  solution  is  derivable  from  the  impulse
          response
                               1     2              12
                       z =            ye ˙˙  -zw n (  t- ) t  sin  ( [ 1 -z  2 ) w  n ( t - )] dt.  (12.5)
                                                           t
                        p
                                12
                           (1 -z  2 ) w  Ú 0
                                   n
                                    .
          For finite y, the case here, z p (0) = z p (0) = 0, so that the general solution to Eq. (12.3) is
                  ¨
                      È Ï ˙ 0  z()zw  ˘    12                12  ¸
                       z()+ 0
                                                 z() [
                                   sin
               z =  z + Ì Í  12  n ˙ [ (1 -z  2 ) w  n t]+ 0  cos  (1 -z  2 ) w  n t e ]˝  -zw  t n  (12.6)
                   p
                      Î Ó  (1 -z  2 ) w n ˚                      ˛
                                       .
          where the initial conditions z(0) and z(0) are subsumed in z c. Accordingly, for a system
          initially at rest, the z p solution becomes the complete solution. However, the difficulty
          with  this  solution  is  that  y is  periodic  and  integration  would  have  to  be  performed
                               ¨
          over  many  cycles  depending  on  the  amount  of  damping  present.  Solutions  would  be
          analyzed  first  to  determine  the  input  “transient”  peak  response,  which  is  important  in
          cam-follower  system  performance.  Incidentally,  the  “steady-state”  response  would  be
          reached when
                             znt = ( n + ) 1  T  and  znt) = ( ˙ zn + ) 1  T.
                                               ( ˙
                              ()
             Typical  transient-response  curves  for  one-degree-of-freedom  systems  are  shown  in
          Fig. 12.2, where b is the cam angle for maximum displacement, radians. Hrones (1948)
          mathematically analyzed and Mitchell (1940) tested the vibrations resulting from three
          basic dwell-rise-dwell curves with a high-rigidity system (follower). They investigated the
          transient dynamic magnification, providing the measure of the spring-dashpot coupling
          effect on the follower. In Fig. 12.2, the dynamic magnification is equal to 2 at any dis-
          continuity of the two curves, parabolic and simple harmonic. However, the cycloidal curve
          has a smaller magnification, about 1.06 to 1. Thus a discontinuity means a sudden or tran-
          sient application of the inertia load that produces a shock (twice the value of the inertia
          load) in the cam-follower system. In design, this phenomenon is often called a “suddenly
          applied load.”
   369   370   371   372   373   374   375   376   377   378   379