Page 206 - Mechanical design of microresonators _ modeling and applications
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                                          Microbridges: Lumped-Parameter Modeling and Design

                                               Microbridges: Lumped-Parameter Modeling and Design  205
                              applying the generic model developed in this section for a three-segment
                              microbridge.
                                The torsional stiffness associated with  the  midpoint of the micro-
                              bridge is
                                                              3
                                                           4Gt w w
                                                                 1 2
                                                   k t,e  =                             (4.128)
                                                         3(w l +2w l )
                                                            1 2    2 1
                              It can be seen that the stiffness expressed in Eq. (4.128), which corre-
                              sponds to the full-length paddle microbridge, is twice the torsional
                              stiffness of the half-microbridge [Eq. (4.110)].
                                The effective torsional mechanical moment of inertia is

                                                                          2
                                                                      2
                                                     2
                                                                   2
                                              3
                                        2ȡt 2l w (16l +25l l +10l )(w + t )
                                              1  1   1     1 2    2   1
                                                                                    4
                                                    2
                                                2
                                                                       2 2
                                                         4
                                                                                3
                                                               3
                                        +l w (w + t )(30l +60l l +40l l +10l l + l )    (4.129)
                                                               l 2
                                                         1
                                                                       1 2
                                                2
                                                                              1 2
                                                                                    2
                                          2 2
                                  J t,e  =
                                                          45(2l + l ) 4
                                                                  2
                                                               1
                              When l 1  = l 2  = l/3 and w 1  = w 2 , Eq. (4.129) reduces to Eq. (4.33), which
                              provides the effective mechanical moment of inertia of a constant-cross-
                              section microbridge of length l. The resulting torsional resonant fre-
                              quency is, by way of the stiffness Eq. (4.128) and mechanical moment
                              of inertia Eq. (4.129),
                                                              1 /
                                            5.48t(2l + l ) 2  Gw w 2  ȡ(w l +2w l )
                                                                             2 1
                                                                      1 2
                                                       2
                                                   1
                                Ȧ   =
                                  t,e     3      2             2   2  2
                                        2l w (16l +25l l +10l )(w + t )                 (4.130)
                                          1  1   1     1 2    2   1
                                                                                    4
                                                                                3
                                                                       2 2
                                                               3
                                                2
                                                         4
                                                    2
                                        +l w (w + t )(30l +60l l +40l l +10l l + l )
                                                                                   2
                                          2
                                                                      1 2
                                                                              1 2
                                                2
                                            2
                                                        1
                                                               l 2
                              Obviously, for the same limit conditions as above, namely l 1  = l 2  = l/3
                              and w 1  = w 2 , Eq. (4.130) reduces to Eq. (4.34), which yields the torsional
                              resonant frequency of a constant-cross-section microbridge of length l.
                                The lumped-parameter bending stiffness, which is associated with
                              the midpoint of the paddle microbridge, is
                                                         3
                                                    16Et w w (w l +2w l )
                                                           1 2
                                                                        2 1
                                                                 1 2
                                      k b,e  =                                          (4.131)
                                                                   2
                                                                                2 4
                                                         2
                                              2 4
                                            w l +8l l (4l +3l l + l )w w +16w l
                                              1 2   1 2  1    1 2  2   1 2      2 1
                              and this is twice that given in Eq. (4.123) for a half-length paddle
                              microbridge.
                                The bending-related effective mass is
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