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

                                 Basic Members: Lumped- and Distributed-Parameter Modeling and Design  77

                                                       z                                 y
                                              α
                                      t                    t 1
                              t 2
                                                                                           w
                                                x              x
                                             l

                                            (a)                              (b)
                              Figure 2.26 Variable-thickness trapezoid microcantilever: (a) side view; (b) top view.

                                The lumped-parameter mass which is dynamically equivalent to the
                              distributed-parameter inertia of this microcantilever is calculated by
                              considering  two possibilities of  defining the distribution function,
                              namely, first, as provided by the generic Eq. (2.88), which takes into
                              consideration that the cross section is variable and, second, by using
                              Eq. (2.48), which assumes the cross section is constant. In the first
                              variant, the two compliances defining the distribution function of
                              Eq. (2.88) are
                                                     l                  l
                                                 1    dx            1     dx
                                        C (x) =              C   =                      (2.108)
                                          a     Ewฒ t(x)      a,e  Ewฒ t(x)
                                                    x                  0
                              The lumped-parameter mass is calculated as
                                                          l
                                                                2
                                                m   = ȡw ฒ  t(x) f (x)dx                (2.109)
                                                 a,e           a
                                                         0
                              In both Eqs. (2.108) and (2.109), the variable thickness is determined
                              as

                                                            t — t 1
                                                             2
                                                  t(x) = t +      x                     (2.110)
                                                         1    l
                              The effective mass is
                                                 2   2    2
                                                                             t )
                                            ȡlw{t — t —2t 1+ln(t  2/ 1     2/ 1 }
                                                                    t ) ln(t
                                                          1
                                                 2
                                                     1
                                     m a,e  =                                           (2.111)
                                                               2
                                                      4(t — t )ln (t 2/ 1
                                                                    t )
                                                            1
                                                        2
                              This equation reduces to Eq. (2.49), which provides the effective mass
                              of a constant rectangular cross-section microcantilever, when t 2 ĺ t 1 .
                                As mentioned previously, the effective mass in axial vibrations can
                              also be calculated by using the  distribution  function  of  Eq.  (2.48)–
                              which corresponds to a constant-cross-section member–instead of the
                              distribution function that has just been used. The objective here is to
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