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40                                                          Chapter 1











         The out-of-the-plane compliances are:































          5.3.2  Thin Curved Beams

             The in-plane and out-of-the-plane compliances are now derived for a thin
          beam (R/w >  10),  according to Fig.  1.20. The beam is also considered long,
          which enables ignoring the shearing effects.


          5.3.2.1 In-Plane Compliances

              The two linear displacements about the x- and y-directions, together with
          the rotation  about  the  z-axis, are  again calculated  by  means of the generic
          formulation of Eqs.  (1.125). The strain energy, as mentioned, includes only
          the bending moment, and therefore is of the form:
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