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                                   Microhinges and Microcantilevers: Lumped-Parameter Modeling and Design

                              158   Chapter Three
                                     patch
                                                     lp
                                                                        tp


                                    substrate                      1 1
                                                     1                         t1

                              Figure 3.35 Bimorph microcantilever of dissimilar-length components.

                              the side view  of  the bimorph  microcantilever with dissimilar-length
                              components. We calculate the natural frequencies corresponding to ax-
                              ial, torsional, and bending vibrations by lumping the stiffness and mass
                              (inertia) at the bimorph’s free tip, as shown in the following.
                                In axial free vibrations, the stiffness of the patched microcantilever
                              can be calculated by considering that three portions are connected in
                              series, namely, the tip portion of  length  l , the  composite portion
                                                                       1
                              (substrate cantilever and patch) of length l p , and the root portion. By
                              applying the series connection rule of springs

                                        1      l 1         l p       l í (l + l )
                                                                             p
                                                                         1
                                       k a,e  =  E A 1  +  E A + E A  p  +  E A 1       (3.160)
                                                       1
                                                         1
                                               1
                                                              p
                                                                        1
                              the axial stiffness can be expressed as
                                                     E t (E t + E t )w
                                                                 p p
                                                           1 1
                                                      1 1
                                               k  =                                     (3.161)
                                                a,e  E t l + E t (l í l )
                                                      1 1    p p    p
                              Equation (3.161) reduces to
                                                          E t w
                                                           1 1
                                                     k =    l                           (3.162)
                                                      a
                              when  t p ĺ 0,  which is  the known relationship for a one-component
                              microrod.
                                The lumped mass which corresponds to axial vibrations is calculated
                              by means of Rayleigh’s principle, a procedure that has been discussed
                              in detail previously. Its equation is
                                                                          2
                                                            2
                                             m + m 3(l í l ) í 3(l í l )l + l p / l 2
                                                                    1 p
                                                   p
                                              1
                                                          1
                                      m    =                                            (3.163)
                                        a,e
                                                             3
                              For m p ĺ 0 (no patch on the microcantilever), Eq. (3.163) reduces to
                                                            m 1
                                                      m =                               (3.164)
                                                        a    3
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