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                                    Basic Members: Lumped- and Distributed-Parameter Modeling and Design

                              54   Chapter Two

                                                C    C      0    0   0   0
                                                 l,y  c,y
                                                C    C      0    0   0   0
                                                 c,y  r,y
                                                 0    0   C l,z  C c,z  0  0
                                          C =                                            (2.29)
                                                 0    0   C c,z  C r,z  0  0
                                                 0    0     0    0   C a  0
                                                 0    0     0    0   0   C t

                              such that the deformation/displacement vector and the load vector cor-
                              responding to the free end of the micromember shown in Fig. 2.1 are
                              connected as

                                                     {d} = C {L}                         (2.30)
                              It is obvious that the compliance and stiffness matrices are inverses of
                              each other, namely,

                                                      C = K   í1                         (2.31)
                                A few remarks are in order here. While the axial- and torsion-related
                              stiffnesses are the algebraic inverses (reciprocals) of their correspond-
                              ing compliances, namely,

                                                      1            1
                                                k =           k =
                                                 a   C a       t  C t                    (2.32)
                              the same is not true for the bending-related stiffness-compliance pairs,
                              due to  the coupled effects between deflections/rotations and forces/
                              moments. In other words, it appears, at least from a formal point of
                              view, that
                                               1            1           1
                                           k           k          k                   (2.33)
                                            l  C l       r  C r      c  C c

                              In cases where forces/moments need to be calculated in terms of known
                              deformations (such as when these are available experimentally), the
                              stiffnesses of Eqs. (2.33) have  to  be  calculated either by applying
                              the direct approach or by inverting the compliance matrix–a more de-
                                                                                          3
                              tailed explanation of this aspect is given in Lobontiu and Garcia  and
                                            4
                              Lobontiu et al.  It can be shown, however, that the bending-related
                              stiffness, which corresponds to the direct linear effects and which has
                              to be employed in resonant frequency calculations, is the algebraic in-
                              verse of the corresponding compliance. Therefore, in this  book, the




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