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5. Static response of MEMS                                       329
         buckling  load of the  free-fixed column by  using  1/4  instead of 1. Another
         important consequence  is that  the  maximum  postbuckling deflection of the
         guided-fixed column is twice the maximum postbuckling deflection of a free-
         fixed column with  one  quarter  length‚ as shown  in Figs.  5.61  (b)  and  (c).
         Calculating the  maximum deflection of  a  free-fixed column  is  relatively
         easier and  it  follows the path described previously when  studying the  large
         deflections of a free-fixed beam under the action of a transverse force.
             Figure 5.61  (d) is used to briefly formulate the maximum deflection of a
         postbuckled  free-fixed  column. By using  the  same  reasoning that has been
         applied for the beam under the action of a transverse load – Fig. 5.44 – it can
         be shown that:





         where ds‚   and    are indicated in Fig.  5.44 and k is given in Eq. (5.134).
         Equation  (5.186)‚  coupled to  Eq.  (5.133)‚  gives the  length of beam-column
          as:








          Equation (5.187) is used to determine the force F (which is embedded in k by
          way of Eq. (5.134)) corresponding to a certain value of the tip  slope  The
          maximum tip  deflection  is  found by  combining Eqs.  (5.186)  and  (5.131)‚
          namely:








          Example 5.23
             Determine the  maximum deflection of a guided-fixed  microcolumn as
          the one sketched in Fig.  5.61 (a) under the compressive action of a force
                  knowing                              and E =  160 GPa.

          Solution:
             The critical load of a free-fixed microcolumn having the length equal to
          1/4 the length of the analyzed microcolumn is determined by means of Eqs.
          (5.157) and (5.158) and of Fig.  5.56 (e) – showing that K = 2.  The critical
          load is found to be equal to       Solving for   in Eq. (5.187) gives a
          value of 100°‚ which  is further utilized in Eq.  (5.188) to find the maximum
          tip deflection of the free-fixed beam. This value‚ as mentioned previously‚ is
          half the  maximum  deflection of a  guided-fixed  microcolumn  having  four
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