Page 363 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
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350             Mode-Summation Procedures for Continuous Systems   Chap. 11

                                  which  has the solution

                                               ^  -y/llwo  (-1 )"
                                           Qnit)  mrMQ       (1  -   cos oj^t)  0  < t  < t]

                                                   y/2lw„  ( - 1 ) ”
                                                    ------coso>„0
                                                  mrM, 0
                                                   2v/2K( -1 )"                 r,  <  r  <  00
                                                     iivMqw^  [1        -  'l)]
                                  Thus,  the deflection of the beam is expressed by the  summation
                                                                         Trnx
                                                              ) = I
                              Example  11.1-2
                                  A missile  in  flight  is  excited  longitudinally by  the  thrust  F{t) of its  rocket  engine  at
                                  the end  jr  =  0. Determine the equation for the displacement u(x, t) and the accelera­
                                  tion  ii(x, t).

                              Solution:  We  assume the  solution  for the displacement to be
                                                        u{x,t)  =
                                  where  (p^ix) are  normal  modes of the missile in  longitudinal oscillation. The general­
                                  ized coordinate   satisfies the differential equation
                                                                  F(/)y,(0)

                                  If,  instead of F(t),  a unit impulse acted at  x  =  0, the preceding equation would have
                                  the  solution  [(p-(0)/M,wJsin 0)^1  for  initial  conditions  (3^-(0)  = q(0) =  0.  Thus,  the
                                  response  to the  arbitrary force  F(t) is
                                                         y,(o)
                                                       ^  l é ^  / ' F ( f ) s i n   a.,(i
                                  and  the displacement at  any point  x  is

                                               u(x,t)  =  L       f'F ii)sin  (0;(t  -   i ) d i
                                                           M:0)i
                                       The acceleration ¿¡¿{t) of mode i can be determined by rewriting the differential
                                  equation  and  substituting the former solution for qi(t):

                                             di{t) =        -   <o?<J,(0

                                                   ^(O<p,(0)   'i>,(o)io,  fi
                                                                    ('F(i)sin io,(i  -
                                                      M,       M, i    ■'0 dn
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