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                                          Microbridges: Lumped-Parameter Modeling and Design

                                               Microbridges: Lumped-Parameter Modeling and Design  221





                                   1.2
                                                                 2
                              r J t
                                     1
                                  1.001
                                                               ct
                                              c1
                                                         0.5
                                                       2
                              Figure 4.32  Comparison between the microbridges of Figs. 4.27 and 4.29 by means of the
                              effective torsion mechanical moment of inertia ratio.


                                                                z



                                t1




                                           1 1          1 1

                              Figure 4.33  Simplified design of the paddle microbridge with linearly variable thickness
                              over the end segments of Fig. 4.29.

                                          m { 5(37 + 4c (16 + 7c )) +3(47 + 4c (18 + 7c ))c
                                           1          l       l           l       l  t
                                                              2
                                          +3(29 + 2c (20 + 7c ))c + (35 + 2c (232 + 7c (61
                                                   l
                                                           l
                                                                                 l
                                                                         l
                                                              t
                                                              3 2                   2
                                          + c (40 + c (10 + c )))))c t +14 22 + 36c +15c l  (4.178)
                                                              t
                                                   l
                                                         l
                                                                              l
                                                                 1
                                            l
                                                                                2
                                          + (1+ c )(10 + c (2+ c )(17 + c (7+ c )))c w }
                                                                    l
                                                                          l
                                                                             t
                                                             l
                                                l
                                                       l
                                   J   =
                                    t,e                   315(c +2) 4
                                                               l
                              As Fig. 4.32 indicates, the effective mechanical moment of inertia for
                              the microbridge of Fig. 4.27 can be up to 1.2 times larger than the cor-
                              responding inertia of the configuration of Fig. 4.29.
                                The simplified version of the microbridge of Fig. 4.29 is the
                              configuration shown in Fig. 4.33. Its lumped-parameter properties are
                              derived by taking c l ඎ 0 (which is the same as stating that l 2  = 0) in the
                              equations describing the  resonant characterization of the  parent
                              microbridge of Fig. 4.29. It can be shown that these lumped-parameter
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