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146                                                         Chapter 3
         Equation (3.42) indicates that the model including bending effects generates a
         compliance  about the  main  direction of action  which is  very  slightly  larger
         than the compliance yielded by the model that adds axial  effects to bending.
         Figure  3.13  is the plot of the compliance ratio of Eq.  (3.42) as  a function of
         and   when            and           Similarly, Fig.  3.14  is the plot of the
         same  compliance ratio in terms of w and  when                As both
         figures indicate,  the compliance  ratio  is  in the very close vicinity of 1  when
         the design variables of Eq.  (3.42) span relatively wide ranges, which indicates
         that neglecting the axial effects has little influence on the main compliance.

         Example 3.6
             Find the definition stiffness of a U-spring about the y-direction in the case
         where the  middle leg  has a  small length   which  implies considering  the
         additional shearing  effects and  associated  deformations. Compare  the
         resulting  stiffness with the  regular  one  determined by  means of  the
         compliance        of Eq. (3.38) in the case where     and

          Solution:
             When the  length   is  only  about 3-5  times  greater than the  largest cross-
          sectional dimension, the deformation produced by the shearing force
          has  to be accounted for in  addition to bending. The  displacement  at point 1
          about  the y-direction  in Fig.  3.12  is calculated  by  means of Castigliano’s
          displacement theorem  as:












          where the subscripts in bending moments M and shearing force S indicate the
          specific  segment out of the three ones  making up  together the  U-spring. The
          linear  stiffness about  the  y-direction can be  expressed according to  its
          definition as:





          whereas the same stiffness which only considers bending is:






          By constructing the ratio of the y-axis stiffness in Eq. (3.44) to the stiffness of
          Eq. (3.45), the plot of Fig.  3.15  can be drawn in terms of the lengths  and
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