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Chapter 3.  Mechanics  of a unidirectional ply   71

             Finite-difference equation, (3.31) can be reduced to the following form

                A,T+I- 2A,,cosO + &.I   = 0  ,                                 (3.33)
             where

                           ;1'
                cos@=1 -~                                                     (3.34)
                          2/2
            As can be readily checked the solution for Eq. (3.33) is

                A,, = B cos nO + C sin nO                                     (3.35)

            while Eq. (3.34) yields after some transformation
                         e
                I  = 2p sin -                                                 (3.36)
                         2
            Substituting  the  solution,  Eq. (3.35),  into  Eq. (3.30)  we  obtain  after  some
            transformation

                B = -Ctan(k  + I)$
            Thus, Eq. (3.35) can be written  as

                A,, = C [sinn8 - cos a@.tan(k + l)O]  .                       (3.37)

            Substituting  Eq. (3.37)  into Eq. (3.32) and omitting  rather  cumbersome trigono-
            metric transformations we arrive at the following equation for 0
                            e
                tank$=  -tan- 2   .                                           (3.38)



















                              Z
                           Fig. 3.18. Geometric interpretation of Eq. (3.38) for k = 4.
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