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0593_C13_fm  Page 458  Monday, May 6, 2002  3:21 PM





                       458                                                 Dynamics of Mechanical Systems


                                                 ˙
                                                ξ =−A   ω  sinω +t B  ω  cosω t               (13.8.19)
                                                 3     3  3   3    3  3    3
                       Next, suppose that at time t = 0, the values of x , x , and x  and their derivatives are x ,
                                                                  1
                                                                                                    10
                                                                    2
                                                                           3
                       x , x ,  ˙ x 10 ,  ˙ x 20 ,  ˙ x 30 , respectively. Then, from Eqs. (13.8.4), (13.8.5), and (13.8.6), the initial
                        20
                           30
                       values of the ξ , ξ , and ξ  and of the  ξ ˙  1 ,  ξ ˙  2 , and  ξ ˙ 3  are determined. This in turn enables
                                    1
                                             3
                                       2
                       us to use Eqs. (13.8.14) through (13.8.19) to determine the constants A  and B  (i = 1, 2, 3).
                                                                                           i
                                                                                     i
                        Finally, if we know the ξ , ξ , and ξ  we can readily find the x , x , and x  through Eqs.
                                                        3
                                                                                  2
                                                 2
                                                                                1
                                               1
                                                                                         3
                       (13.8.4), (13.8.5), and (13.8.6) in the matrix form:
                                               ξ      12   2 2    12   
                                                                           x
                                                1
                                                                            1
                                                                        
                                                ξ 2   =    22  0  −  2 2   x 2          (13.8.20)
                                                                          
                                                                           x
                                                                            3
                                                3
                                                ξ      − 12  2 2  − 12    
                       or as:
                                                            ξ= Sx                             (13.8.21)
                       where  S is regarded as a transformation matrix.  An inspection of  S shows that it is
                       orthogonal. That is, the inverse is equal to the transpose. Hence, we have:
                                                        x =  S ξ  = S ξ                       (13.8.22)
                                                                  T
                                                            −1
                       or
                                                                           ξ
                                                x      12  2 2    − 12   
                                                                            1
                                                 1
                                                                        
                                                x 2  =   22  0     2 2   ξ 2            (13.8.23)
                                                                         
                                                                           ξ
                                                                            3
                                                x       12  −  2 2  − 12  
                                                 3
                                                                          
                       or
                                                 x = ( 12)ξ 1 (  2 2) ξ  −( 12)ξ
                                                           +
                                                  1                2       3                  (13.8.24)
                                                 x = (  22) ξ  + 0ξ 2 (  2 2) ξ
                                                                  +
                                                  2         1              3                  (13.8.25)
                                                 x = ( 12)ξ 1 (  2 2) ξ  −( 12)ξ
                                                           −
                                                  3                2       3                  (13.8.26)
                       13.9 Nonlinear Vibrations
                       The foregoing analyses are all based upon the solutions of linear differential equations.
                       A convenient property of linear equations is that we can superpose or add solutions.
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