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                                    Basic Members: Lumped- and Distributed-Parameter Modeling and Design

                                 Basic Members: Lumped- and Distributed-Parameter Modeling and Design  81
                                To calculate the exact effective inertia corresponding to free bending
                              vibrations, the distribution function of Eq. (2.94) has to be utilized,
                              where

                                                            l  2
                                                        12
                                                 C (x) =  Ewฒ  x dx
                                                  l             3
                                                           x t(x)
                                                            l  2
                                                        12
                                                   C =  Ewฒ  x dx                       (2.122)
                                                    l           3
                                                           0 t(x)
                                                            l  xdx
                                                        12
                                                 C (x) =  Ewฒ   3
                                                  c
                                                           x t(x)
                              The effective mass is calculated as
                                                          l
                                                                2
                                                m b,e  = ȡw ฒ  t(x) f (x)dx             (2.123)
                                                               b
                                                         0
                              After we perform the calculations necessitated in Eq. (2.123), the
                              bending-related effective mass is
                                                    5     4        3 2      2 3
                                       ȡlw{(t í t )(9t í 75t t + 197t t í 155t t
                                                1
                                                                   1 2
                                                          1 2
                                                    1
                                             2
                                                                            1 2
                                             4    5     2 2   2  2      2        2
                                       í44t t +8t ) í 12t t {6t (ln t í ln t ) + 12t lnt 2
                                                                                2
                                                        1 2
                                                                         2
                                           1 2
                                                 2
                                                                   1
                                                              2
                                                               t )}}                    (2.124)
                                       í(2t í 7t )(2t í 3t ) ln(t
                                          1    2   1    2    1/ 2
                               m b,e  =                               2         2
                                                                             t )
                                           36(t í t ) (3t í t )(t í t ) +2t ln(t 2/ 1
                                                             2
                                                                 1
                                                          1
                                                                      2
                                                       2
                                               2
                                                  1
                              which is quite involved. The effective bending mass can also be calcu-
                              lated by using the distribution function of Eq (2.63), which corresponds
                              to a constant-cross-section microcantilever, instead of the exact distri-
                              bution function of Eq. (2.94). In doing so, the following effective mass is
                              obtained:
                                                      ȡlw(215t +49t )
                                                              1
                                                                    2
                                                 *
                                               m b,e  =     1120                        (2.125)
                              which  is  considerably simpler than what Eq. (2.124)  yielded. Both
                              Eqs. (2.124) and (2.125) reduce to Eq. (2.66) which gives the effective
                              bending inertia of a constant-cross-section microcantilever when t 2 ĺ t 1 .
                              Again, a comparison has been performed between the effective masses
                              provided by the two distribution functions through analyzing the mass
                              ratio:
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