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0593_C09_fm  Page 292  Monday, May 6, 2002  2:50 PM





                       292                                                 Dynamics of Mechanical Systems


                       where we have used Eq. (4.6.6). If I B/G  is expressed in terms of unit vectors fixed in B, its
                                                                          B
                       components relative to these vectors are constant. Hence,  dI B/G /dt is zero. Also, the third
                                            R
                       term is zero. Therefore,  dA B/O /dt becomes:
                                                          α
                                                                      ω
                                                                     ω
                                            R      dt =  BG ⋅ +αωω ×  I (  BG ⋅ ) + P ×  G
                                             dA  BO   I                   G  ma                (9.6.21)
                       where  αα αα is the angular acceleration of  B in  R. (Note from Eq. (4.6.6) that  dωω ωω/dt =
                                                                                             R
                       B dωω ωω/dt = αα αα.)
                        Next, for A B/Q  we have:

                                                                    d QG ×
                                           R      dt = (  B G ⋅ωω  dt )  + (  mv )
                                                                   R
                                                                             G
                                                      R
                                            dA         d I                      dt
                                              BQ
                                                                           ωω
                                                    =  B d I (  B G ⋅ωω  dt )  + ωω ×  I (  B G ⋅ )
                                                      +  v  GQ  × mv + QG ×  ma G              (9.6.22)
                                                               G
                                                         ααωω
                                                    =  I BG ⋅ +  ×  I (  BG ⋅ ) − v ×  mv  G
                                                                    ωω
                                                                         Q
                                                      + QG ×  ma G
                        Finally, for A B/G  we have:
                                                                                  ωω
                                                          ωω
                                         R      dt = (  B G  ⋅ )  dt =  B  BG  dt + ωω ×  I (  BG ⋅ )
                                                   R
                                          dA        d I           dI
                                            BG
                                                                                               (9.6.23)
                                                                  ωω
                                                       ααωω
                                                  =  I BG ⋅ +  ×  I (  BG ⋅ )
                        Let B be subjected to a system of applied forces that may be represented by a single
                       force F passing through G together with a couple with torque M . Similarly, let the inertia
                                                                               G
                                                               *
                       forces on B be represented by a single force F  passing through G together with a couple
                       with torque T . Then, a free-body diagram of B may be constructed as in Figure 9.6.6.
                                   *
                                                                 *
                                                           *
                       Recall from Eqs. (8.6.5) and (8.6.6) that F  and T  may be expressed as:
                                                                               ωω
                                                                    α
                                            *
                                                             *
                                                   G
                                           F =−m  a    and       T =− I B G ⋅ −αωω ×  I (  B G ⋅ )  (9.6.24)







                       FIGURE 9.6.6
                       A free-body diagram of B.
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