Page 86 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 86

Sec. 3.8   Equivalent Viscous Damping                           73


                                  component  of power,  the  average value  of which  is zero  over  any  interval  of time  that
                                  is  a  multiple  of the  period.

                              Example 3.7-2
                                  A  force  F =  lOsiuTr/  N  aets  on  a  displacement  of  x  =  Isiniirt  -   tt/6)  m.  D eter­
                                  mine  (a)  the  work  done  during  the  first  6  s;  (b)  the  work  done  during  the  first  \   s.
                              Solution:  Rewriting  Eq.  (3.7-1)  as  IE =  jFxdt  and  substituting  F  =   sin ca/  and  x  =
                                  X  sin(ic>/  -   (¡))  gives  the  work  done  per  cycle  of
                                                           W  -   7tF()A sin (f)

                                  For the  force  and  displacement given  in  this problem,  F„  =  10 N,   =  2  m,  0  =  7t/ 6,
                                  and  the  period  r  =  2  s.  Thus,  in  the  6  s  specified  in  (a),  three  complete  cycles  take
                                  place,  and  the  work  done  is

                                           W =  3(^^F^^Xsm (/>)  =  Stt  X  10  X  2  X  sin 30°  =  94.2 N  •  m
                                  The  work  done  in  part  (b)  is  determined  by  integrating  the  expression  for  work
                                  between  the  limits  0  and  \   s.

                                         W         cos s 30° i'^^sin 77/cos 77/(7/  +  sin 30° i'^^sin^ 77/J/
                                                        A)                   A)
                                                        0.866   ^   ^    t   sm 2 t7/  \
                                           =  TT  X  10  X  2   — i------ c o s 2 t7 /  +   0.50  ^  ----------- ^--------
                                                         4 t7          \  2   4 t7   j
                                           =  16.51  N  •  m



                       3.8  EQUIVALENT VISCOUS DAMPING
                              The  primary  influence  of  damping  on  oscillatory  systems  is  that  of  limiting  the
                              amplitude  of  response  at  resonance.  As  seen  from  the  response  curves  of  Fig.
                              3.1-3,  damping  has  little  influence  on  the  response  in  the  frequency  regions  away
                              from  resonance.
                                  In  the  case  of viscous  damping,  the  amplitude  at  resonance,  Eq.  (3.1-9),  was
                              found  to  be

                                                                                          (3.8-1)

                              For  other  types  of  damping,  no  such  simple  expression  exists.  It  is  possible,
                              however,  to  approximate  the  resonant  amplitude  by  substituting  an  equivalent
                             damping    in  the  foregoing  equation.
                                  The equivalent damping   is found by equating the energy dissipated by the
                             viscous  damping  to  that  of  the  nonviscous  damping  force  with  assumed  harmonic
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