Page 87 - Mechanics Analysis Composite Materials
P. 87

72                  Mechanics and analysis of composite materials

             Because of periodic properties of tangent function entering Eq. (3.38), it has k + 1
             different roots  corresponding to  intersection points of  the curves z = tan ke and
             z = -tan 8/2. For the case k = 4 considered below as an example, these points are
             shown in Fig. 3.18. Further transformation allows us to reduce Eq. (3.38) to

                    2k+  1
                 sin-e=o,
                      2
             from which it follows that

                      27ci
                 e, =- (i=O,1,2,...,k)  .                                      (3.39)
                     2k+  1
             The first root, 60  = 0, corresponds to A = 0 and Fn = const, Le., to the ply without a
             crack in the central fiber. So, Eq. (3.39) specifies k roots  (i = 1,2,3,.. .,k) for the
             ply under study, and solution in  Eqs. (3.29) and (3.37) can be generalized as
                         k
                 F,,(js)=   Ci[sinn4 - cos n8, tan(k + l)8;]e-’.<? ,           (3.40)
                        1=  I
             where, in accordance with Eq. (3.36)


                 A; = 2psin- Qi                                                (3.41)
                          2
             and Oj are determined with Eq. (3.39).
               Using Eq. (3.38) we can transform Eq. (3.40) to the following final form

                         k
                 F,(x)=    CjS,,(8i)e-’.ii ,                                   (3.42)
                        1=  I
             where


                                                                               (3.43)

             Applying Eqs. (3.25) and (3.26) we can find shear and normal stresses, i.e.,

                          Ik
                 ~(x)= --xAiC;S,(O;)e-;+x   (n = 1,2,3,...,k) ,                (3.44)
                          a ;=I

                                                                               (3.45)
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