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                                         Microcantilever and Microbridge Systems for Mass Detection

                              334   Chapter Six






                                 1.2
                                                                 0.8
                              r m
                                  0.6
                                  2.5
                                  2.
                                   5
                                                                c w
                                           c l
                                                       4 4  0.4
                              Figure 6.37 Full versus simplified  model  of paddle microbridge: comparison  of  the
                              deposited mass quantities through torsion.

                                A relationship between the original and altered torsional resonant
                              frequencies can be written which is similar to the one applying to the
                              bending resonant frequencies, namely,

                                                 Ȧ
                                                   t,0
                                                      = 1+ f                             (6.87)
                                                  Ȧ          J
                                                   t
                              where the inertia fraction is defined as
                                                      ǻmb  2
                                                 f  J  =                                 (6.88)
                                                       2J
                                                          t
                              J t  is the  lumped-parameter torsional  moment of inertia of the half-
                              length microbridge, and therefore the factor of 2 in the denominator
                              indicates that only one-half of the mass is taken into consideration. The
                              mass which is sensed by the microbridge can be expressed as
                                                   2J t    1
                                             ǻm =               –1                       (6.89)
                                                    b 2  (1– f ) 2
                                                             Ȧ
                                By comparing the simplified model which takes into account the
                              stiffness of only the end segments (the middle segment is considered
                              rigid) and the inertia of the middle segment, as mentioned earlier, to
                              the fully compliant, full-inertia paddle microbridge model, the mass
                              ratio introduced in Eq. (6.83) can be plotted as shown in Fig. 6.37.
                                The same numerical values utilized for the similar plot corresponding
                              to a paddle microcantilever (Fig. 6.35) have been used for the simulation
                              shown in Fig. 6.36. As can be seen, differences appear again between
                              the detected mass according to the two models’ predictions, such that





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