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1. Stiffness basics                                               33
         as shown in Young and Budynas [4] or Lobontiu [8].

         Example 1.8
             Evaluate the relative difference (error) between the torsional stiffness of
         a fixed-free,  constant  rectangular cross-section  microbar when  considered
         very  thin  (t  <<  w) versus the  same  stiffness  when the  cross-sectional
         dimensions are simply related as t < w.

         Solution:
             As previously  indicated, the  torsion stiffness is  proportional to  the
         torsion  moment of  inertia.  As a  consequence,  differences between  the
         stiffness  produced by the two  models only arise  from differences  in  the
         respective moments of inertia.  If the  inertia  moment  of Eq.  (1.118), which
         corresponds to very thin bars, is denoted by   and the one corresponding to
         thin bars, Eq. (1.119), is   the relative difference between the two moments
         of inertia is:





          Figure 1.19 is the plot corresponding to Eq. (1.120) and has been drawn for t
          ranging from        to      and  w  varying  from     to         The
          relative difference between the two models’ compliances is largest for small
          values of the width w and large values of the thickness t.




















             Figure 1.19 Relative stiffness differences between very thin and thin cross-section
                                     microbars in torsion

          5.3    Compliances of Constant  Cross-Section  Curved  Beam
                 Using  Castigliano’s  Second  Theorem

              Curved beams  can  be  divided in  two main  categories,  namely: thick
          beams, also  named beams of relatively  large  curvature, and  thin  beams, or
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