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284                 Mechanics and analysis of composite materiols
















                                                             MPa
                              -160   -120   -80   40   0   40   (329
             Fig. 6.15.  Failure  envelope  for  glass-cpoxy  unidirectional  coinposite  in  plane  (02,  ~12). (-)
             approximation criterion, Eqs.  (6.12)  and  (6.16); (- -- -)  approximation criterion, Eqs.  (6.17);  (0)
                                          experimental data.
               In conclusion it should be noted that there exist more complicated polynomial
             strength criteria than considered above, e.g., the fourth-order criterion of Ashkenazi
             (1966) and cubic criterion proposed by Tennyson et al. (1980).
             6.1.3. Interlaminar strength

               The  failure  of  composite laminates  can  be  also  associated with  interlaminar
             fracture caused by  transverse normal and shear stresses cr3 and  213,  223  or aiand
             z,,,   zu3.(see Fig. 4.18). Because 03  = crz and shear stresses in coordinates (I, 2, 3) are
             linked with stresses in coordinates (x, y, z) by simple relationships in Eqs. (4.67) and
             (4.68), the strength criterion is formulated here in terms of stresses oz,z.~=,z,~which
             can be  found directly from Eqs. (5.73). Since the laminate strength in tension and
             compression across  the  layers  is  different, we  can  use  the  polynomial criterion
             similar to Eq. (6.14). For the stress state under study, we get
                            +(;)   2
                crz(+-&)            = 1  ,                                     (6.18)

             where
                2,  =4-       = 4-


             is  the  resultant  transverse shear  stress and  Z, determines the  interlaminar  shear
             strength of the material.
               In thin-walled  structures, transverse normal  stress is usually small and can be
             neglected in comparison with shear stress. Then, Eq. (6.18) can be  simplified and
             written as
                z,  = zi  .                                                    (6.19)
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