Page 62 - Mechanics of Microelectromechanical Systems
P. 62

1. Stiffness basics                                               49
         It is clear that the thicknesses produced by Eqs. (1.190) and (1.192) are equal
         only for one relationship between the two factors,   and  Expressing one
         of the factors  in terms of the  other implies solving a third degree  equation
         (resulting from equating the right hand sides of Eqs. (1.190)) and (1.192)),
         which  will  have one  real  solution.  Figure  1.26 is  the plot of the  thickness
         ratio:





         and it can be seen  that this ratio spans the (0.8  1.2) range. It can also be
         seen that due to its monotonic variation, the ratio can only be equal to  1  for
         one        pair, and the two thicknesses are identical solely for that unique
         combination.

         6.2     Serially-Connected Members


             A  problem  directly resulting from  the previous  one  addresses the case
         where two  or  more  different  structural members are  connected  serially, as
         depicted in  the  structure sketched in  Fig.  1.27. The  case  studied in  the
         previous subsection 6.1 offers the explanation with respect to the necessity of
          approaching the topic  of  serially-connected  components.  When the two
          different  components that  are  sandwiched together  do not  have  identical
          lengths, the equivalent rigidities can be calculated as shown in paragraph 6.1
          for the  overlapping  length. This  equivalent member will  behave as a  new
          portion that is  serially  connected to  the  remaining  segments that  are
          homogeneous.












                Figure 1.27  Two serially-connected members in a fixed-free configuration

             The aim here is again  to  determine the  equivalent  rigidity/stiffness
          properties of  the compound cantilever  shown in Fig.  1.27, as  produced
          through bending, axial loading, and torsion.

          6.2.1  Bending


              The stiffness  of each of the  two  series-connected  beams of Fig.  1.27  is
          given by:
   57   58   59   60   61   62   63   64   65   66   67