Page 81 - Mechanical design of microresonators _ modeling and applications
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                                    Basic Members: Lumped- and Distributed-Parameter Modeling and Design

                              80   Chapter Two








                                  1.3
                                                                           20
                              rk b
                                     1
                                     2
                                                                          β


                                               α                10
                                                             10
                              Figure 2.28 Resonant bending frequency comparison: long- versus short-beam models.

                                                           2
                                                       Ewt (t — t ) 3
                                                                 1
                                                           2 2
                                        k b,e  =                                        (2.119)
                                                3 2
                                              6l t (2ln(t  t ) —3) +4t t — t 2
                                                   2     2/ 1        1 2   1
                              When t 2 ĺ t 1 , Eq. (2.119), simplifies to Eq. (2.61), which provides the
                              bending stiffness of a constant rectangular  cross-section  microcan-
                              tilever; this proves the validity of Eq. (2.119).
                                Example: Evaluate the bending stiffness of the trapezoid microcantilever of
                                Fig. 2.26 by comparing the results of the long-beam model to the ones gen-
                                erated by the short-beam model.
                                  The short-beam model bending stiffness  is calculated by  means of
                                Eqs. (2.21), (2.28), and (2.110). By considering the substitutions

                                                     t = Įt   l = ȕt
                                                      2   1       1                      (2.120)
                                the following bending stiffness ratio is formulated just in terms of the two
                                nondimensional parameters of Eq. (2.120):
                                                             k b,e
                                                        rk =
                                                          b   sh                         (2.121)
                                                             k
                                                              b,e
                                which is plotted in Fig. 2.28.
                                  As this figure indicates, the stiffness obtained from the long-beam model
                                can be 1.3 times larger than the similar stiffness calculated by means of the
                                short-beam model, particularly for relatively short and thick configurations.








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