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0593_C08_fm  Page 268  Monday, May 6, 2002  2:45 PM





                       268                                                 Dynamics of Mechanical Systems


                                                         )
                                                                 ˙˙
                                               ˙˙
                                                 − ˙ ˙
                                                              ˙˙
                                                     cos
                                                                + sinθ θφθ n
                                           αα= ( θψφθ n    1 +( ψ φ    +  ˙ ˙  cos  )  2
                                                                                               (8.13.4)
                                                 ˙˙
                                                                ˙ ˙
                                                 φθφθ
                                               +( cos  −  ˙ ˙  sinθ ψθ
                                                              + ) n
                                                                    3
                       where n , n , and n  are the unit vectors shown in Figure 8.13.1.
                                 2
                                        3
                              1
                        As in the foregoing example, we can obtain the governing equations of motion of D
                                                                                *
                       using a free-body diagram as in Figure 8.13.2. As before, F  and T  represent the force and
                                                                          *
                       torque of the couple of an equivalent inertia force system, w is the weight force, and C is
                       the contact force exerted by S on D.
                        By setting moments of the force system about C equal to zero, we have:
                                                   rn × w + rn × F + T =  0                    (8.13.5)
                                                                  *
                                                                     *
                                                     3        3
                       The forces w and F may be expressed as:
                                                            mg
                                               w =−mg N =− (sinθ   n + cosθ n )                (8.13.6)
                                                        3           2       3
                       and
                                                 *
                                                           m
                                                F =−m  a =− (a  n + a  n + a n )               (8.13.7)
                                                              1 1  2  2  3  3
                       where  N  is the vertical unit vector and where a , a , and a  are the  n ,  n , and  n 3
                               3
                                                                     1
                                                                                3
                                                                                          1
                                                                        2
                                                                                             2
                       components, respectively, of a in Eq. (8.13.2). Similarly T  may be written as:
                                                                         *
                                                      *
                                                     T = T  n + T  n + T  n                    (8.13.8)
                                                          1 1  2  2  3  3
                       where as before T , T , and T  are given by:
                                                 3
                                       1
                                          2
                                                               2 (
                                                   T =−α  I + ω ω  I − )                       (8.13.9)
                                                                       I
                                                    1    1 11    3  22  33
                                                               3 (
                                                   T =−α  I + ω ω  I − )                      (8.13.10)
                                                                       I
                                                    2    2 22    1  33  11
                                                               1 (
                                                   T =−α  I + ω ω  I − )                       (8.13.11)
                                                                       I
                                                    3    3 33    2  11  22
                       where ω  and α  (i = 1, 2, 3) are the n  components of ωω ωω and αα αα in Eqs. (8.13.3) and (8.13.4).
                                                       i
                                    i
                              i


                       FIGURE 8.13.2
                       A free-body diagram of D.
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