Page 85 - Mechanical design of microresonators _ modeling and applications
P. 85

0-07-145538-8_CH02_84_08/30/05



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

                              84   Chapter Two
                              The lumped mass which needs to be placed at the free end of the mi-
                              crocantilever and which is equivalent to the distributed inertia of the
                              component during the free axial vibrations is

                                                                   3 )
                                                         (
                                               m    = ȡRt 0.036R +  w 1                 (2.131)
                                                 a,e
                              The resonant frequency corresponding to free axial vibrations is


                                                 /
                                               E {ȡR(0.036R + w  1/ 3)
                                                                     1 /
                                                          /
                                      Ȧ   =2   ×   (1+2R w )(2R + w ) (4R + w )         (2.132)
                                                            1
                                                                               1
                                       a,e
                                               × arctan 1+4R w íʌ 4 }
                                                                 1 /
                                                              /
                                The torsional stiffness is expressed as a function of the axial one
                              according to Eq. (2.85). The equivalent mechanical moment of inertia
                              of the mass that is located at the microcantilever’s free end is
                                                       3        2
                                            ȡRt 0.007R +0.038R w   1
                                                       2
                                                           2
                                                                         2
                                                                            2
                                            +0.333w (w + t ) +0.036R(3w + t )           (2.133)
                                                                         1
                                                       1
                                                    1
                                     J   =
                                       t,e                  12
                              The torsion-related resonant frequency is
                                                                     2
                                                           3
                                               /
                                              G {ȡR 0.007R + 0.038R w  1
                                         2t
                                              +0.333w (w + t ) +0.036R(3w + t ) }
                                                            2
                                                                          2
                                                                              2
                                                        2
                                   Ȧ t,e  =          1  1                 1             (2.134)
                                                     /
                                              (1+2R w )(2R + w )
                                                                1
                                                       1
                                              /  (4R + w ) arctan 1+4R w íʌ 4
                                                                        1 /
                                                                      /
                                                      1
                                In bending, two variants are treated corresponding to the long- and
                              short-beam models. For relatively long  configurations,  the lumped
                              stiffness and equivalent mass are calculated according to the Euler-
                              Bernoulli model,  whereas for short configurations the lumped
                              parameters are determined by means of Timoshenko’s model and
                              consideration of the shearing effects.


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