Page 38 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 38

Sec. 2.4   Rayleigh Method: Effective Mass                     25


                                  follows:
                                                                . y

                                  The kinetic energy of the spring can then be integrated to
                                                         1  fU
                                                                        1  m,
                                                    T  -   ^  f‘i  y\   .  .  _  1   •;
                                                    Tadd   2            2  3 ^
                                  and the effective mass is found to be one-third the mass of the spring. Adding this to
                                  the lumped mass, the  revised natural frequency is

                                                                m  +





                                              7   ^            -i/2— H
                                              dy





                                         Figure  2.4-1.  Figure 2.4-2.  Effective mass of beam.
                                          Effective  mass
                                          of spring.
                             Example 2.4-2
                                  A simply supported beam of total  mass   has  a concentrated  mass  M at midspan.
                                  Determine  the  effective  mass  of  the  system  at  midspan  and  find  its  fundamental
                                  frequency.  The  deflection  under  the  load  due  to  a  concentrated  force  P  applied  at
                                  midspan is  PP/A^EL (See Fig. 2.4-2 and table of stiffness at the end of the chapter.)
                              Solution:  We will assume the deflection of the beam to be that due to a concentrated load
                                  at midspan or
                                                          3jc
                                                          ^HT)1   (f<^)
                                  The maximum kinetic energy of the beam itself is then
                                                          le beam itself is then
                                                                      2
                                                                                       2
                                                                    ] |   ^   ^   ^ (0.4857 Wb)y,max
                                  The effective mass at midspan is then equal to
                                                        m.ff = M +  0.4857 rriu
                                  and its natural frequency becomes
                                                                 48 £ /
                                                            /7 M  + 0.4857
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