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                                          Microbridges: Lumped-Parameter Modeling and Design

                                               Microbridges: Lumped-Parameter Modeling and Design  197
                                                                             y





                                                   symmetry line
                                                   w


                              x                                          O
                                                           C



                                              l1          l2         l1

                                                         (a)


                                                                            z




                              x
                                               t     FCz
                                                               l1 + l2/2


                                                         (b)
                              Figure 4.18  Microbridge with three compliant segments: (a) top view; (b) side view.

                              where F Cz  is the force applied at the microbridge center and u Cz  is the
                                                                    18
                              resulting deflection. Lobontiu and Garcia  gave a more detailed pre-
                              sentation  of  this  subject,  but  in  essence,  one  has  to  determine  the
                              reaction force and moment that are set up under the action of the mid-
                              point force at the right end of the microbridge, for instance, followed by
                              calculation of the deflection at the midpoint. After we carry out these
                              calculations, the bending stiffness is expressed as
                                                              1
                                   k   =
                                    b,e      2 ƍ        ƍ   2 ƍ   2 Ǝ        Ǝ   2 ƍ    (4.101)
                                         c + c C í 2c c C + c C + c C í 2c c C + c C
                                                                                 4 l
                                                                         3 4 c
                                                                  3 r
                                             2 r
                                                    1 2 c
                                                            1 l
                              where


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