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                                   Microhinges and Microcantilevers: Lumped-Parameter Modeling and Design

                              144   Chapter Three
                              When R ĺ 0, Eq. (3.107) simplifies to Eq. (2.55), which gives the effec-
                              tive mechanical moment of  inertia for a constant rectangular  cross-
                              section cantilever. The lumped-parameter torsional resonant frequency
                              is

                                                             Gw
                                                                1
                                                 ȡ 4l í ʌw +4w (2R + w )
                                                  [ 1    1   1      2
                                                                        / 2]
                                                 /  w (4R + w ) arctan 1+4R w
                                                     2
                                                           2
                                  Ȧ   =4t
                                    t,e                                                 (3.108)
                                                                               2
                                                  4
                                                          2
                                                                           2
                                                                       2
                                            0.44R + l w (l +6l R +12R )(w + t )
                                                     1 1 1     1           1
                                                                                2
                                                                3
                                                                            2
                                             /  3(l +2R) 2  +1.15R w + Rw (w + t )
                                                                   2
                                                                         2
                                                 1
                                                                            2
                                                   2 2
                                                           2
                                            +0.43R (t +3w )
                                                           2
                                For long configurations, the bending stiffness is
                                                             3
                                                          2Et w 1
                                    k b,e  =
                                            3
                                          8l í 37.7l w (l +2R) +5.15w R 2
                                                                      1
                                                    1 1 1
                                            1
                                                                 2
                                          + 49.7Rw w +9.42w w
                                                              1 2
                                                   1 2
                                                                                        (3.109)
                                          +12w (2R + w )(l (l +2R){ 2 arctan 2R
                                                          1 1
                                                       2
                                               1
                                                                   2
                                                                               2
                                           /  w (4R + w )  + ʌ} + (4R í 4Rw í w )
                                                      2 ]
                                                                          2
                                                                              2
                                              2
                                          arctan 1+ 4R w )/    w (4R + w )
                                                        /
                                                                         2
                                                          2
                                                                 2
                              When R ĺ 0, Eq. (3.109) simplifies to Eq. (2.61), which corresponds to
                              a constant-cross-section cantilever of length l . The effective mass that
                                                                       1
                              is located at the free end of the  microcantilever and is dynamically
                              equivalent to the distributed-parameter inertia of the bending vibrat-
                              ing member is
                                                                         2
                                                                       2
                                                             3
                                             3
                                                       4
                                         ȡt l w (0.236l +3.3l R +19.8l R +66l R  3
                                            1  1      1      1        1        1
                                                4
                                                       5
                                                    2
                                         +132R ) + l R (10.22R +144w
                                                    1                 1
                                                      7
                                         +13.95w ) + R (19.66R + 28.84w )               (3.110)
                                                 2                     2
                                              6
                                         +l R (28.34R +64w +40.05w )
                                                                     2
                                                            1
                                           1
                                  m   =
                                    b,e                          6
                                                          (l +2R)
                                                           1
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