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128                 Mechanics and analysis of composite materials

             Then, Eqs. (4.12) yield the following cubic constitutive law:









             The corresponding approximation is shown in Fig. 4.6 with a solid line. Retaining
             more higher-order terms in Eq. (4.1l), we can describe nonlinear behavior of  any
             isotropic polymeric material.
               To describe nonlinear  elastic-plastic  behavior  of  metal  layers,  we  should use
             constitutive equations of  the theory of plasticity. As known, there exist two basic
             versions of this theory - the deformation theory and the flow theory that are briefly
             described below.
               According to the deformation theory of plasticity, the strains are decomposed
             into  two  components  - elastic strains  (with  superscript  'e')  and  plastic  strains
             (superscript 'p'),  i.e.,


                 E,I  = E&  + &;  .                                            (4.15)
             We again use the tensor notations of strains and stresses (Le., cij and ou)introduced
             in  Section 2.9. Elastic strains are linked with stresses by  Hooke's  law, Eqs. (4.1),
             which can be written with the aid of Eq. (4.10) in the form


                                                                               (4.16)


             where  U,  is  the  elastic potential  that  for  the  linear  elastic  solid  coincides with
             complementary potential U,in Eq. (4.10). Explicit expression for U,can be obtained
             from Eq. (2.5 1) if we change strains for stresses with the aid of Hooke's law, i.e.,





                                                                               (4.17)

             Now present plastic strains in Eqs. (4.15) in the form similar to Eq. (4.16):


                                                                               (4.18)


             where  Up is the plastic potential. To approximate dependence of  Up on  stresses,
             a special generalized stress characteristic, i.e.,  the  so-called stress intensity 0, is
             introduced in classical theory of plasticity as
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