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0593_C09_fm  Page 299  Monday, May 6, 2002  2:50 PM





                       Principles of Impulse and Momentum                                          299













                       FIGURE 9.8.7                              FIGURE 9.8.8
                       Pin-connected double bar struck at one end.  Free-body diagram of struck double bar.










                       FIGURE 9.8.9
                       Free-body diagram of left bar.
                       forces are not shown. Instead, the changes in momenta of the bars are depicted where
                       v , v  and v , v  are the velocity components of the mass centers, G  and G , of the bars
                        1x  1y    2x  2y                                            1      2
                       in the directions shown; ω  and ω  are the angular speeds of bars just after impact; and
                                              1      2
                       n , n , and n  are mutually perpendicular unit vectors in the directions shown. In Figure
                        x  y      z
                       9.8.9, Q  and Q  are the components of the reaction force transmitted across the pin Q
                             x       y
                       when the bars are struck.
                        From these free-body diagrams and from the impulse–momentum principles, we obtain
                       the following relations:
                                             mv +  mv =  0
                                                1 x   2 x
                                              t
                                             ∫  Pdt = mv +  mv 2 y                             (9.8.17)
                                                      1
                                                       y
                                             0
                                              t
                                                                 −
                                             l ∫  Pdt =(l  2) mv + Iω 2 (l  2) mv + Iω  1
                                                                         1
                                                           y
                                                           2
                                                                          y
                                              0
                       and
                                                        t
                                                       ∫ Qdt =  mv 1  x
                                                          x
                                                       0
                                                        t
                                                       ∫ Qdt =  mv 1 y                         (9.8.18)
                                                          y
                                                       0
                                                           t
                                                       ( ) 2l  ∫ Qdt =  Iω 1
                                                              y
                                                           0
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