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                                          Microbridges: Lumped-Parameter Modeling and Design

                                               Microbridges: Lumped-Parameter Modeling and Design  177
                              With  the distribution function  of Eq. (4.31), the lumped-parameter
                              mechanical moment of inertia at the midspan is
                                                             8J t
                                                       J t,e  =  15                      (4.33)

                              The torsional resonant frequency results from Eqs. (4.28) and (4.33),
                              and its equation is

                                                                GI t
                                                    Ȧ   =2.74                            (4.34)
                                                     t,e        lJ
                                                                  t
                              It can be seen that the resonant frequency corresponding to the full-
                              length microbridge is not identical to that yielded by the half-length
                              model. It can be shown by using distributed-parameter modeling, and
                                                     16
                              also as indicated by Rao,  that the exact torsional frequency is
                                                              GI t
                                                      Ȧ = S                              (4.35)
                                                       t      lJ
                                                                t
                              Comparison of the exact torsional frequency to those produced by the
                              half-  and full-length lumped-parameter  models indicates  that the
                              lumped-parameter half-length model prediction overevaluates the ex-
                              act  value of  the resonant frequency,  whereas the full-length model
                              result underevaluates the exact value, and this is similar to the situa-
                              tion corresponding to bending.

                                Example: Compare the bending resonant frequency to the torsional one by
                                analyzing a rectangular constant-cross-section microbridge in terms of the
                                defining geometry parameters.
                                  The following resonant frequency ratio can be formed:
                                                            Ȧ t,e
                                                        rȦ =                              (4.36)
                                                            Ȧ
                                                             b,e
                                By using the nondimensional parameters

                                                        w        l
                                                    c w  =  t  c =  t                     (4.37)
                                                              l
                                the frequency ratio of Eq. (4.36) is plotted in Fig. 4.8. The torsional resonant
                                frequency is higher than the bending one, and the frequency ratio increases
                                with increasing length-to-thickness parameter c l  and decreasing width-to-
                                thickness ratio c t .







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