Page 384 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 384

12





                                                     Classical

                                                     Methods












                            The  exact  analysis  for  the  vibration  of  systems  of  many  degrees  of  freedom  is
                            generally  difficult  and  its  associated  calculations  are  laborious.  Even  with  high­
                            speed digital computers that can solve equations of many DOF, the results beyond
                            the first few normal modes are often unreliable and meaningless. In many cases, all
                            the  normal  modes  of  the  system  are  not  required,  and  an  estimate  of  the
                            fundamental  and  a  few  of  the  lower  modes  is  sufficient.  For  this  purpose,
                            Rayleigh’s method  and  Dunkerley’s equation  are of great value  and importance.
                                 In many vibrational systems, we can consider the mass to be lumped. A shaft
                            transmitting  torque  with  several  pulleys  along  its  length  is  an  example.  Holzer
                            devised a simple procedure for the calculation of the natural frequencies of such a
                            system.  Holzer’s  method  was  extended  to  beam  vibration  by  Myklestad  and  both
                            methods have been matricized into a transfer matrbc procedure by Pestel.  Many of
                            these  procedures  were  developed  in  the  early  years  and  can  be  considered  as
                            classical methods. They are now routinely processed by digital computer;  however,
                            a basic understanding of each these methods  is essential.



                      12.1  RAYLEIGH  METHOD

                            The fundamental frequency of multi-DOF systems is often of greater interest than
                            its  higher  natural  frequencies  because  its  forced  response  in  many  cases  is  the
                            largest. In Chapter 2, under the energy method,  Rayleigh’s method was introduced
                            to obtain a better estimate of the fundamental frequency of systems that contained
                            flexible  elements  such  as  springs  and  beams.  In  this  section,  we  examine  the
                            Rayleigh method  in  light of the  matrix techniques  presented  in  previous  chapters
                            and show that the Rayleigh frequency approaches the fundamental frequency from
                            the high side.


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