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138                                                        Chapter 3
         stiffnesses by  utilizing  the matrix transformation  of  Eq.  (3.4), and  the
         stiffness   becomes:










          Equation (3.18) simplifies to Eq. (3.8) when  which  checks the validity
          of the generic model. Figure 3.7 plots the ratio of the stiffnesses that are
          given in Eqs.  (3.8) and  (3.18) in terms of the parameter  and a parameter c
          (it has been assumed that the length and width are related as l = cw). It can be
          seen that the  stiffness of the straight beam increases  noticeably, compared to
          the stiffness of  the  inclined  beam.  When the  inclination  angle  and  the
          parameter c  increase towards  their  upper limits in the  selected  ranges, the
          stiffness ratio reaches a local maximum.





















                      Figure 3.7 Inclined-to-straight beam-spring stiffness ratio

          2.2    Bent Beam Suspensions

              A spring design which is formed of two compliant straight segments that
          are perpendicular can  be utilized to  enable the two-axis  motion of a  rigid,
          such as the  one shown  in  Fig.  3.8, where  four springs  support the  central
          mass  symmetrically.  While the  body  translates about one of the  directions
          indicated in the figure,  the spring leg that is directed perpendicularly to  the
          motion direction  will  bend, whereas the other leg  will be  subject to  axial
          extension/compression in  addition to  bending.  Figure 3.9  indicates the
          geometry of a bent beam suspension (also called corner spring), where the
          two legs  have  different  lengths. The boundary conditions are  assumed to be
          fixed-free, as also indicated in the same  figure. The main deformations of a
          bent beam spring are planar and they result from the two-dimensional motion
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