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                                         Microcantilever and Microbridge Systems for Mass Detection

                              306   Chapter Six
                                                       z

                                                ∆m
                                    3
                                                       1
                              x                2   a
                                             l
                              Figure 6.12  Pointlike mass deposited on a microcantilever.

                              where m is the total mass of the microcantilever. Because the bending
                              stiffness at the free end of the microcantilever shown in Fig. 6.12 is
                                                      3EI y
                                                 k =                                     (6.18)
                                                  b     3
                                                       l
                              and the effective mass which is located at the same point is
                                                       33
                                                 m =  140  m                             (6.19)
                                                   b
                              the bending resonant frequency in the presence of a deposited mass
                              ǻm can be expressed as

                                                          k b
                                                 Ȧ =                                     (6.20)
                                                  b    m + ǻm  e
                                                         b
                              where ǻm e  is the efficient deposited mass. It should be remembered that
                              all calculations pertaining to lumped-parameter modeling use the free
                              endpoint of a cantilever to locate both stiffness and mass. This is the
                              reason  why an  efficient  (or equivalent) deposited mass, denoted by
                              ǻm e , which needs to be located at the free end, has to be calculated as
                              it corresponds to  the  real additional mass  ǻm, which attaches at a
                              distance a, as illustrated in Fig. 6.12. By applying Rayleigh’s principle,
                              which has been utilized several times thus far in this book, it can be
                              shown that the effective deposited mass is

                                                           2
                                                 ǻm = f (a) ǻm                           (6.21)
                                                    e   b
                                                                 3
                                                        3 a   1 a
                              where            f (a) =1 ෹  2 l  +  2  l 3                (6.22)
                                                b
                              is the bending distribution function introduced in Eq. (2.63) which, in
                              the variant of Eq. (6.22), is the ratio of the beam deflection (or velocity)
                              at point 2 to the deflection (or velocity) at point 1 in Fig. 6.12.






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