Page 34 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 34

Sec. 2.2   Equations of Motion: Natural Frequency              21


                                  to
                                                             10
                                                        =  277^q"2  =  2.081 rad/s
                                  The  torsional  stiffness  of  the  rod  is  given  by  the  equation  K =  GIp/l,  where
                                  Ip  = Trdt^/?>2  =  polar  moment  of  inertia  of  the  circular  cross-sectional  area  of  the
                                  rod,  / =  length,  and  G  =  80  X  10^  N/m^  =  shear modulus of steel.
                                             /p  =  ^ (0 .5   X  lO -^ /  = 0.006136 X  10"* m“

                                                 80  X  lO“^ X 0.006136  X  lO“*   ^   ,  ,

                                             K =  ------------------2------------------  = 2.455 N  •  m /rad
                                  By  substituting  into  the  natural  frequency  equation,  the  polar  moment  of inertia  of
                                  the wheel and tire is
                                                       K    2.455
                                                   J =            =  0.567 kg •  m^
                                                           (2.081)^
                             Example 2.2-4
                                  Figure 2.2-4 shows a uniform bar pivoted about point  O with springs of equal stiffness
                                  k  at each end. The bar is horizontal in the equilibrium position with spring forces
                                  and  jP2-  Determine the equation of motion and its natural frequency.
                             Solution:  Under rotation  6, the spring force on the left is decreased and that on the right
                                  is  increased.  With  Jo  as  the  moment  of  inertia  of  the  bar  about  G,  the  moment
                                  equation about  O  is
                                                   =  (Pi  —   kad)a  + mgc —(P 2 + kb6)h  = JqO

                                  However,
                                                        Pjfl  + mgc  -  P2b  =  0
                                  in  the  equilibrium  position,  and  hence we  need  to  consider only the  moment  of the
                                  forces due to displacement  6, which is
                                                          =  {-ka^ -  kb^)d = Jq^
                                  Thus, the equation of motion can be written  as
                                                            k(a^ + b^)
                                                        d  +        -8  =   0
                                  and, by inspection, the natural frequency of oscillation is
                                                               k(a^ + b^)










                                                                     Figure 2.2-4.
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