Page 97 - Mechanical design of microresonators _ modeling and applications
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0-07-145538-8_CH02_96_08/30/05



                                    Basic Members: Lumped- and Distributed-Parameter Modeling and Design

                              96   Chapter Two
                              Equation (2.181) reduces to an expression similar to that provided by
                              Eq. (2.165) when F x  = 0.
                                A  better  approximation  of  the  natural  frequency  can  be  obtained
                              when we consider that the deflection curve is generated by a uniformly
                              distributed load q z  acting over the entire length of the cantilever, which
                              is given as
                                                                    4
                                                             3
                                                        4
                                                    q (x í 4l x +3l )
                                                      z
                                                u =                                     (2.182)
                                                 z        24EI y
                              In this case the natural frequency is
                                                                2
                                                       (    14EI )  EI y
                                                            5F l
                                                              x
                                              Ȧ =3.53   1+      y ml  3                 (2.183)
                              Rayleigh-Ritz procedure.  Rayleigh’s procedure enabled us to find the first
                              resonant frequency (in bending, in this case, but torsion and axial load-
                              ing  can  also  be  dealt  with).  Ritz  proposed  an  algorithm,  based  on
                              Rayleigh’s  method,  that  enabled  finding  of  the  higher  resonant  fre-
                              quencies, in addition to the first one. According to the Rayleigh-Ritz
                              approximate procedure, the natural frequency can be found by enforc-
                              ing U = T and by choosing a deflection of the form:
                                        u = a ́ (x) + a ́ (x) + 썳 + a ́ (x) + 썳         (2.184)
                                         y   0 0      1 1          n n
                              where ij 0 (x), ij 1 (x), . . . , ij n (x) are shape functions that comply with the
                              (fixed-free) boundary conditions of the microcantilever, and the coeffi-
                              cients a , a , . . . , a  are the unknowns of the problem. In truncating
                                                n
                                     0
                                        1
                              the potentially infinite series of Eq. (2.184), one imposes limitations on
                              the deflection curve; as a consequence, the resonant frequencies will
                              always be higher than the real ones. To get smaller resonant frequen-
                              cies, the Rayleigh-Ritz procedure selects the coefficients a 0 , a 1 , . . . , a n
                              so as to make the function
                                               l  2     2 2         l        2
                                          EI ฒ (d u z/  dx ) dx + F ฒ (du z /  dx) dx
                                                                1x 0
                                            y 0
                                      2
                                     Ȧ =                    l 2                         (2.185)
                                                        ȡA ฒ u dx
                                                           0
                                                              z
                              a minimum. This condition requires
                                                 ˜Ȧ 2
                                                 ˜a i  =0  i = 1,2,. . .                (2.186)
                              The generic Eq. (2.186) can be written in the form:






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