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                                          Microbridges: Lumped-Parameter Modeling and Design

                                               Microbridges: Lumped-Parameter Modeling and Design  219





                                  1.6
                                                              2
                              r k b
                                    1
                                 1.001                      ct
                                           c1
                                                     2  0.5
                              Figure 4.30  Comparison between the microbridges of Figs. 4.27 and 4.29 by means of the
                              bending stiffness ratio.

                              The torsion-related resonant frequency is

                                       81.98c t                    G
                                            t 1
                                 Ȧ  =
                                  t,e     l                                          2
                                          1       ˮ(1+ c ){ 35 + c (87 + c (141 + 185c )) t 1  (4.174)
                                                                                 t
                                                                t
                                                        t
                                                                      t
                                                               2
                                                  +28(5+11c )w }
                                                            t
                                Another paddle microbridge configuration is sketched in Fig. 4.29.
                                The bending stiffness, which is associated to the midspan of this
                              microbridge, is
                                                                       3 3
                                                               2
                                                  16E(c + c + c )(c Ì 1) c wt 1 3
                                                                  t
                                                               t
                                                           t
                                                                        t
                                                       l
                                    k b,e  =
                                                            2
                                                                          2 2
                                            3
                                                                   2
                                                     4
                                           l (c Ì 1)(c (c Ì 1) +24c (c Ì 1) c Ì 192c 4
                                            1  t     l  t          l  t    t       t
                                                                                        (4.175)
                                                      2
                                               3
                                                                     3
                                           +4c (c Ì 1) (c +1)c +48c c (c Ì 3))
                                               l  t     t     t     l t  t
                                                3         2
                                           +96k (c + c + c ) ln c t
                                                          t
                                                       t
                                                t
                                                   l
                              The bending stiffness of a relatively short microcantilever is
                                                                 2
                                                       3
                                                                        3
                                                16EGc (c + c + c )(c í 1) wt 1 3
                                                             t
                                                                    t
                                                                 t
                                                         l
                                                       t
                                   k sh  =
                                    b,e              4      2     2 2      2      4
                                          l G(c í 1)(c (c í 1) +24c c (c í 1) í 192c
                                          1    t     l  t         l t  t          t
                                                                                        (4.176)
                                                      2
                                                                    3
                                             3
                                          +4c c (c í 1) (c +1) +48c c (c í 3))l 2
                                             l t  t     t         l t  t    1
                                             3
                                                       2
                                                                          2 2
                                                              2
                                          í 8c (c + c + c )(12Gl + țE(c í 1) t ) ln c
                                             t  l   t  t      1      t      1    t
                                Example:  A comparison is now made between the microbridges of Figs. 4.27
                                and 4.29 in terms of their bending stiffness, namely, by plotting the ratio of
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