Page 153 - Mechanics of Microelectromechanical Systems
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140                                                         Chapter 3
         The terms of the compliance matrix are:



























          The superscripts (1) and (2) refer to the first segment  1-2 and to the second
          one 2-3,  respectively. The  compliances of the  right-hand  side of Eqs. (3.20)
          through  (3.25) are  calculated for  each of the  two  members  with  respect to
          their local frames. In doing so, members of different geometries (defined as
          free-fixed microhinges)  can be  utilized in  a  bent  beam design.  A  stiffness
          matrix can be defined by inverting the compliance matrix of Eq. (3.19):









          In the  case the  two  compliant segments of the  bent beam are  identical, the
          particularly-important in-plane stiffnesses are:
   148   149   150   151   152   153   154   155   156   157   158