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                                          Microbridges: Lumped-Parameter Modeling and Design

                              196   Chapter Four

                                                   6    4       3         2 2
                                              ȡt 2R (2.56l +14.14l R + 29.71l R
                                                        2       2         2
                                                      3        4            9
                                              +28.14l R +10.13R ) +0.4(l +2R) w           (4.97)
                                                    2                 2       2
                                       m   =
                                        b,e                       8
                                                           (l +2R)
                                                            2
                                In torsion, the stiffness associated to the midpoint of the microbridge is
                                                           4Gt 3
                                       k   =
                                        t,e
                                             3 l w +2(2R + w ) arctan 1+ 4R / w
                                               2 2          2               2             (4.98)
                                              / w (4R + w ) íʌ /2
                                                 2      2
                                The torsional mechanical moment of inertia is
                                             ȡt{ (23.3l + 80.86l R + 70.58R )R 6
                                                    2
                                                                      2
                                                   2        2
                                                                       2
                                                     2
                                             +8 3(5.33l +17.59l R +14.66R )R 5
                                                     2       2
                                                      5 2           2
                                             +7(l +2R) t w +42(8.76l + 26.51l R
                                                2         2         2       2
                                                                                          (4.99)
                                                    2
                                                                     5 3
                                                       4 2
                                             +20.38R )R w +56(l +2R) w
                                                         2     2       2
                                                                          4 2
                                             +14 8.76l + (26.51l +20.38R)R R t }
                                                     2
                                                    2        2
                                       J  =
                                        t,e                       4
                                                       1260(l +2R)
                                                             2
                                The torsional resonant frequency equation, which is too long and is not ex-
                                plicitly given here, can be found by combining Eqs. (4.98) and (4.99).
                              Three-segment microbridges. We now consider microbridge formed of
                              three segments of which two that are placed at the fixed ends are iden-
                              tical and  mirrored with  respect  to the midpoint of the microbridge.
                              Their cross  section is variable whereas the middle  portion of the
                              microbridge which connects the two end segments is of constant cross
                              section, as sketched in Fig. 4.18. The bending and torsional resonant
                              frequencies are now derived by first calculating the lumped-parameter
                              stiffness and inertia fractions corresponding to bending and torsional
                              free vibrations.
                              Bending resonant frequency. The bending stiffness of the microbridge is
                              calculated as
                                                             F Cz
                                                       k b,e  =  u Cz                   (4.100)







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