Page 254 - Mechanical design of microresonators _ modeling and applications
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0-07-145538-8_CH05_253_08/30/05



                                                 Resonant Micromechanical Systems

                                                             Resonant Micromechanical Systems  253
                                The expressions of Eqs. (5.63) and (5.64) can be found in Beer and Johnston, 3
                                for instance.
                                  The potential energy of the spring system corresponding to the resonator
                                of Fig. 5.26 can be expressed as

                                                U = U   + U   + U   + U                   (5.65)
                                                     b,x   b,y   b,z   t
                                where U b,x , U b,y , and U b,z  are elastic energy terms produced through bending
                                of various legs about the x, y, and z axis, respectively, whereas U t  is the elastic
                                energy produced through torsion of the four legs. The four different potential
                                energy terms of Eq. (5.65) are expressed next. The U b,x  potential energy is

                                                1        l 2  2  1       l 2  2
                                          U   =  k   u +   ș x)  +  k  u í  ș x)          (5.66)
                                           b,x  2  l,o( z  2     2  l,o( z  2
                                where k l,o  is the linear stiffness of a leg corresponding to out-of-the-plane
                                bending and is expressed for fixed-free boundary conditions as
                                                                3
                                                            Ew t
                                                              1 1
                                                      k   =                               (5.67)
                                                       l,o     3
                                                             4l 1
                                The U b,y  potential energy is similarly expressed as
                                                        l   2           l    2
                                               1        2      1         2
                                                    u +
                                                                    u í
                                        U b,y  =  2  k l,o( z  2  ș y)  +  2  k l,o( z  2  ș y)  (5.68)
                                The U b,z  potential energy term is calculated as
                                                              l    2
                                                         1     2
                                                 U    =4   k    ș z)                      (5.69)
                                                   b,z   2  l,i( 2
                                where k l,i  is the linear stiffness of a root leg corresponding to the in-plane
                                bending and is given by
                                                             3
                                                           Ew t
                                                             1 1
                                                     k l,i  =                             (5.70)
                                                            4l 3
                                                             1
                                Eventually, the torsional potential energy term of Eq. (5.65) is
                                                   t (  1  2   1  t y)
                                                                   2
                                                 U =2   2  k ș +  2  k ș                  (5.71)
                                                          t x
                                  By applying Lagrange’s equations, the differential equations which govern
                                the motion of the plate of Fig. 5.26 are








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