Page 403 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
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390                                       Classical Methods   Chap. 12






















                                                                     Figure  12.4-4.




                        12.5  DIGITAL COMPUTER PROGRAM  FOR THE
                            TORSIONAL SYSTEM

                              The  calculations  for  the  Holzer  problem  can  be  greatly  speeded  up  by  using  a
                              high-speed  digital  computer.  The  problem  treated  is  the  general  torsional  system
                              of Fig.  12.5-1. The program is written in such a manner that by changing the data,
                              it is applicable to  any other torsional system.
                                  The quantities of concern here are the torsional displacement  6  of each disk
                              and  the  torque  T  carried  by  each  shaft.  We  adopt  two  indexes:  N  to  define  the
                              position along the structure and  I for the frequency to be used.  For the computer
                              program, some notation changes are required to conform to the Fortran language.
                              For  example,  the  stiffness  K  and  the  moment  of  inertia  J  of  the  disk  are
                              designated as  SK  and  SJ,  respectively.
                                  The equations relating the displacement and torque at the N\h and {N +  l)st
                              stations are
                                       0(7, TV +  1)  =  0(7, N)  -  T{I,  N ) / S K{N )   (12.5-1)

                                       T {I ,N  -h  1)  =  T {I, N) + \ { I ) * S J ( N  +  1)*(9(7, TV+  1)   (12.5-2)

                              where  A =   SU, 1)  =  1,  T(7,1)  = A(7)* 5/(1).

                                  By  starting  at  N =  1,  these  two  equations  are  to  be  solved  for  6  and  T  at
                              each   point  N  of  the structure  and  for  various  values  of  A.  At  the  natural
                              frequencies,  6  must  be  zero  at  the fixed  end  or  T must  be  zero  at  the  free  end.
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