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22                                                          Chapter 1





         and the complementary energy:





         If the strain energy can be expressed as a function of solely the displacement
         function, as:




         then the variation in the strain energy can be written as:




          which, by comparison to Eq. (1.63) yields:





          Equation (1.67) is actually the mathematical expression of Castigliano’s first
          theorem, stating  that  the load  which is applied  to  an  elastic  body  can be
          calculated as  the  partial  derivative of the strain  energy stored  in  that body
          taken  with respect to  the deformation  set at the  considered point about the
          load’s direction.
             When the complementary energy is a function of simply the loads acting
          on the elastic body in the form:






          the variation of this energy is:




          By comparing Eqs. (1.69) and (1.64) results in:





          which is the Castigliano’s second theorem  , also known as the displacement
          theorem, stating that an elastic deformation can be found by taking the partial
          derivative of the complementary energy in terms of the load that is applied at
          that point and about the considered direction.
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