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                                         Microcantilever and Microbridge Systems for Mass Detection

                              316   Chapter Six


                                                    l               l
                                                 1   dx          1   xdx
                                          C   =            C   =
                                           2,r  Eฒ I (x)    2,c  Gฒ I (x)
                                                  l  y             l  y
                                                   x                x
                                                                                         (6.44)
                                                   l  2            l
                                                1   x dx        1    dx
                                          C 2,l  =  Eฒ I (x)  C 2,t  =  Gฒ I (x)
                                                  l  y            l  t
                                                   x               x
                              The equation system (6.43), which includes the definition Eqs. (6.44),
                              is nonlinear as the unknown  l x  also intervenes in  compliances,  and
                              therefore its solution implies using numerical techniques.
                              Resonant approach. In using the resonant approach to  determine  the
                              quantity of pointlike deposited mass, the algorithm that has been de-
                              tailed for constant-cross-section microcantilevers can be extended to
                              variable-cross-section members. The effective mass which results after
                              mass deposition is

                                                              2
                                              m = m  b,0  + f (a) ǻm                     (6.45)
                                                          b
                                                b
                              where f (a) is the distribution function corresponding to the position
                                     b
                              where the mass ǻm has deposited. This distribution function is given
                              in Eq. (2.63) for a constant-cross-section microcantilever, and it was
                              shown to also be an accurate approximation for variable-cross-section
                              members. Equation (6.45) expresses the modified resonant frequency
                              in the form:
                                                         k b,0
                                              Ȧ =                                        (6.46)
                                               b               2
                                                    m b,0  + ǻmf (a)
                                                              b
                              The direct use of Eq. (6.46) is to determine the amount of mass that
                              locally deposits on a variable-cross-section microcantilever in terms of
                              the altered  bending  resonant frequency (which can be  determined
                              experimentally), namely,

                                                          2
                                                    k b,0/ Ȧ – m b,0
                                                          b
                                              ǻm =                                       (6.47)
                                                          2
                                                        f (a)
                                                         b
                              By also taking into  account the  original resonant  frequency  of a
                              microcantilever, the following frequency ratio can be formulated:
                                            Ȧ                        2
                                                      (
                                                                   l)
                                             b,0  = 1+ 1–  3  c +  1 3  f
                                                                  c
                                            Ȧ              2  l  2     m                 (6.48)
                                              b
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