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324                                                         Chapter 5
         One way of realizing  condition (5.167)  is  to change the current  boundary
         conditions such  that K increases. The  highest theoretical  value  of K is  2, as
         shown in Fig. 5.56, and this corresponds to either a free-fixed condition – Fig.
         5.56 (e) or a fixed-pinned one – Fig. 5.56 (f). This provision would transform
         Eq. (5.167) into:




         because         and        as indicated in Fig. 5.56. As a consequence, the
         microactuator will buckle elastically when the boundary is modified
         according to the previous discussion and when the cross-section thickness is
         reduced by at least 20%.

         7.2.2   Curved Beam-Columns

             A pinned-pinned  thin  curved beam of small  curvature is  now  analyzed,
         as the one sketched in Fig. 5.58, in order to find its critical load by means of
         the energy method.












              Figure 5.58  Pinned-pinned  curved beam of small curvature under axial loading

          The original  shape of the  beam is drawn  with thick  solid line,  whereas the
          deformed (buckled) shape is shown with a dotted line. The original offset of
          the curved beam at a position x is denoted by   and the maximum offset
          a is  located at  the  midpoint of  the  beam  whose  span  is 1. The  extra-
          deformation gained through axially-produced bending  is denoted by
          for the x-position.  By  following the standard procedure that enables finding
          the deformed  shape of a pinned-pinned beam and under the assumption that
          the original curved shape of the beam is defined as:





          Timoshenko [4] derived  the  following  solution for  the  bent shape of  the
          curved beam:
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