Page 91 - Mechanical Engineer's Data Handbook
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80                                                  MECHANICAL ENGINEER’S DATA  HANDBOOK

              Definition of  simple harmonic motion       where x, = static deflection

              Referring to the figure, point A rotates with constant   Periodic time t, = -
                                                                        1
              angular velocity w at radius AB. The projection of  A    fn
              on to PQ, i.e. A, moves with simple harmonic motion.
              If AB is plotted to a base of  the angle of  rotation 8, a   Torsional vibration
              so-called  ‘sine curve’ is  produced.  The  base  of  the
              graph  can  also  represent  time.  The  time  for  one   Displacement 8 = 8,,  cos (w, + 4)
              complete rotation is the ‘periodic time’ t,.           w
                                                      8
              If AB = X and AB = x, then x = X sin wt, where w = -.   Frequency fn
                                                      t              2n
                            2n
                                                                ’
              Periodic time t, = -                        w, = E. Where: To= torque per unit angle of  twist,
                            0
                                                                   I = moment of inertia of  oscillating mass.
                             0
                         1
              Frequency f= - = -
                         t,  2n










                                                                         I
              2.6.2  Free undamped vibration
                                                                 I
              Spring mass system

              x = x cos (0, + (b),                        2.6.3   Free damped vibration

                                                                            C
              where: w,=Jk                                Critical frequency 0, = -
                                                                            2m
                                                          where: c = damping force per unit velocity
                                                          Damping ratio R = - 0,
                                                                         On











              Frequency of  vibration f, =
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