Page 305 - Mechanics Analysis Composite Materials
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290                 Mechanics and analysis of composite materials

                                                                              (6.34)


            is actually an invariant of  the strength tensor. With due regard to Eqs. (6.28) and
            (6.31) this invariant can be also written as


                I, =Ryl -+fl, =R;:  -k  S$
            If  the  actual  material  characteristics do  not  satisfy  Eq.  (6.34),  then  the  tensor
            strength criterion cannot be applied to this material. However, if  this equation is
            consistent  with  experimental data,  then  the  tensor  criterion  offers considerable
            possibilities to study material strength. Indeed, restricting ourselves to two terms
            presented in Eq. (6.20) let us write this equation in coordinates (l’, 2’) shown in Fig.
            6.18 and assume that 4 # 45”. Then

                                                                              (6.35)
                 i.k      i.k.nr.n

            Here, Si and S$mlfare the components of the second and the fourth rank strength
            tensors which are transformed in accordance with tensor calculus as



                      P.4
                                                                              (6.36)



            Here, I are directional cosines of axes 1’ and 2’ on the plane referred to coordinates 1
            and  2 (see Fig.  6.18), i.e.  ZII  = cos$,  112 = sin$,  121  = -sin  4, 122 = cos $. Sub-
            stitution of Eqs. (6.36) into Eq. (6.35) yields the strength criterion in  coordinates
            (I!,  2’)  but written in terms of  strength components corresponding to coordinates
            (1,  2), i.e.

                                                                              (6.37)


            Apply Eq. (6.37) for the special orthotropic material that  was studied above (see
            Fig. 6.18) and for which





                                                                               (6.38)
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