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                                         Microcantilever and Microbridge Systems for Mass Detection

                                          Microcantilever and Microbridge Systems for Mass Detection  311
                                The  subscript 1 denotes the microcantilever (substrate for the
                              dissimilar-length sandwich microcantilever), and the subscript p indi-
                              cates the patch (deposited mass). The cross-sectional properties of the
                              two components are:

                                                                  wt 1 3       wt 3 p
                                      A = wt     A = wt      I  =         I  =           (6.30)
                                       1     1     p     p    y1   12     yp    12
                              The coordinates z  and z  are
                                              1
                                                    p
                                                  t 1           t p
                                              z =  2    z = t +  2                       (6.31)
                                               1
                                                         p
                                                             1
                              whereas the position of the neutral axis is calculated, also previously
                              shown, as
                                                   z E A + z E A  p
                                                               p
                                                             p
                                                    1 1
                                                         1
                                             z N  =                                      (6.32)
                                                     E A + E A
                                                      1  1   p  p
                              By considering that the uniformly distributed load q z  (which is defined
                              as a force per unit length) is gravity-generated as
                                                   ǻmg
                                               q =                                       (6.33)
                                                z    l p
                              Eqs. (6.27) can  be  written into the  following  form  after we perform
                              partial derivation and integration:

                                               2
                                                      p /
                                            l l (4l +3l ) (EI )e
                                             p{ p  1       y
                                                     2
                                            +2[2(l í l ) (2l + l )
                                                   1      1
                                                 2  2   3
                                            í3l (l í l ) í l p/  ]( E I  )] q
                                               p    1        1 y1 } z
                                      u 1z  =           24
                                                2
                                                                    p /
                                            l  [ l p/ (EI ) +3(l í l )(l í l í l ) (E I  )] q
                                            p       y e     1    1       1 y1  z         (6.34)
                                      ș  =
                                       1y                    6
                                               2
                                                          s /
                                            l l (4l +3l í 4l ) (EI )e
                                             p{ p  1  p        y
                                                         2    2      2
                                            +2(l í l í l )[ 4l í 2l í l l + l
                                                  1  p       1  1 p  p
                                            +l(l í 2l í 6l ) +6l l ]/ (E I  )] } q
                                               p   1   s   1 s   1 y1   z
                                      u  =
                                       2z                 24
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