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                                                 Resonant Micromechanical Systems

                                                             Resonant Micromechanical Systems  249
                                  By applying Lagrange’s equations the following differential equations sys-
                                tem is obtained:
                                           ..               ..          2
                                         mu +4k u =0      J ș + (4k + k w )ș =0           (5.51)
                                            z    l z       C x    t   l 2 x
                                which indicates that the two motions are dynamically decoupled, according
                                to previous definitions introduced in Chap. 1. The mass and stiffness matri-
                                ces corresponding to Eqs. (5.51) are

                                                                4k
                                                m   0             l     0
                                          M =              K =                            (5.52)
                                                0  J C           0  4k + k w 2
                                                                      r   l  2
                                The dynamic matrix can now be formed as
                                                            4k
                                                              l     0
                                                            m
                                                   í1
                                            A = M     K =               2                 (5.53)
                                                                4k + k w
                                                             0    r  l 2
                                                                    J
                                                                    C
                                and its eigenvalues yield the following resonant frequencies:
                                                      2      2
                                         2t 1  t w (16Gl +3Ew )        t 1  Et w
                                                                             1 1
                                                             2
                                                      1
                                              1 1
                                    Ȧ =                           Ȧ =                     (5.54)
                                     1  l w        ȡl l t w        2   l  ȡl l t w
                                         1 2        1 2 2 2            2   1 2 2 2
                                In the particular case where the thickness of the middle plate is equal to that
                                of the four identical root legs, Eqs. (5.54) simplify to
                                                             2
                                                      2
                                               w (16Gl +3Ew )              Ew
                                           2t    1    1      2         t      1
                                     Ȧ =                          Ȧ =                     (5.55)
                                       1  l w       ȡl l w         2   l 2  ȡl l w
                                                                           1 2 2
                                          1 2
                                                     1 2 2
                                  Equations (5.54) and (5.55) indicate that the resonant frequency Ȧ 1  com-
                                bines both torsion and bending effects (through the simultaneous presence
                                of the elastic modulii E and G), whereas the other resonant frequency Ȧ 2
                                contains only the bending contribution. The combined effect of torsion and
                                bending in the resonant frequency Ȧ 1  is normal as rotation of the middle plate
                                around its central x axis results through the mixed torsion-bending defor-
                                mation of the four root legs.
                                Example: Compare  the  resonant  frequencies of the four-leg microbridge
                                sketched in Fig. 5.22.
                                  The following resonant frequency ratio  can  be formulated by using
                                Eqs. (5.54) and (5.55):





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