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                                         Microcantilever and Microbridge Systems for Mass Detection

                                          Microcantilever and Microbridge Systems for Mass Detection  315
                                       1.03
                                       1.02
                                       1.01
                                         1
                              ω b,0 / ω b
                                       0.99
                                       0.98
                                       0.97

                                          0      0.2    0.4    0.6    0.8
                                                        c l1
                              Figure 6.19  Bending resonant frequency ratio in terms of patch position nondimensional
                              parameter.

                              6.3.2  Variable-cross-section
                              microcantilevers
                              Variable-cross-section microcantilevers can also be utilized for mass
                              deposition detection  in a manner  similar  to the one presented for
                              constant-cross-section  microcantilevers.  Mass detection is treated
                              here similarly  to mass  detection by means of constant-cross-section
                              microcantilevers; therefore pointlike and layerlike mass detection is
                              analyzed by using both the static approach and the resonant one.

                              Point-mass detection
                              Static approach. As  a  reminder, when a point  mass attaches to  a
                              microcantilever, its position (as defined by the parameters l x  and l y  in
                              Fig. 3.37) and the mass quantity ǻm are the unknowns. By experimen-
                              tal evaluation of three elastic deformations at the free tip, for instance,
                              u 1z , ș 1y , ș 1x , the three equations that were valid for a constant-cross-
                              section configuration can be reformulated as

                                  u   = ǻmg(C    – l C  )  ș   = ǻmg(C    – l C  )
                                    1z        2,l  x 2,c    1y         2,c  x 2,r
                                                                                         (6.43)
                                  ș   = ǻmgl C
                                   1x        y 2,t
                              where the newly introduced compliances are calculated with respect
                              to point 2 in Fig. 3.37a (which explains the first subscript)  and are
                              defined as













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