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0593_C08_fm  Page 256  Monday, May 6, 2002  2:45 PM





                       256                                                 Dynamics of Mechanical Systems



                                                                     O  y

                                                                           O
                                                                             x


                                                                                    2  ¨
                                                                              (1/2)m      θ

                                                                 ¨
                                                                θ
                                                              m    /2
                       FIGURE 8.9.2                                       mg            θ       2
                       Free-body diagram of the rod pendulum.                        m    /2
                        The mass center G moves in a circle with radius  /2. The acceleration of G is:


                                                    a = ( ) 2 θ ˙˙ n −( ) 2 θ 2 ˙  n r          (8.9.2)
                                                     G
                                                                  l
                                                         l
                                                              θ
                        Due to the symmetry of the rod, n , n , and n  are principal unit vectors of inertia (see
                                                          θ
                                                       r
                                                                 z
                       Section 7.9). The central inertia dyadic of the rod is:
                                                                         2
                                                                        l
                                                I = (112  m ) l  2 n n +(1 12 ) m n n           (8.9.3)
                                                 G           r  r         θθ
                       where m is the mass of the rod.
                        Using Eqs. (8.6.5) and (8.6.6), the inertia force system on the rod is equivalent to a single
                                                                                         *
                                                                                                *
                       force F  passing through G together with a couple with torque T , where F  and T  are:
                                                                                *
                             *
                                                 ˙˙
                                      F =− ( ) 2 θ n + ( ) 2 θ ˙ 2 n     and       T =−(1 12 )ml θ n z  (8.9.4)
                                                                                    ˙˙
                                                                                   2
                                       *
                                                                        *
                                                      m l
                                           m l
                                                   θ
                                                              r
                        Consider a free-body diagram of the rod as in Figure 8.9.2 where O  and O  are horizontal
                                                                                  x
                                                                                         y
                       and vertical components of the pin reaction force: using d’Alembert’s principle we can
                       set the sum of the moments of the forces about the pinned end equal to zero. This sum
                       leads to:
                                             (
                                                           (
                                            m l 2) ( θ  l 2) + mg l 2)sinθ +( 1 12) ml θ =  0
                                                                            2˙˙
                                                 ˙˙
                       or
                                                   ( ml 3) +( mgl 2)sinθ =  0                   (8.9.5)
                                                         θ
                                                         ˙˙
                                                      2
                        Observe that the coefficient of   in Eq. (8.9.5), m  /3, may be recognized as  I , theθ  2  O
                                                     ˙˙
                       moment of inertia of the rod about O for an axis perpendicular to the rod. That is, from
                       the parallel axis theorem (see Section 7.6), we have:
                                                       I =  I +  m( ) 2  2
                                                                 l
                                                        O   G
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