Page 101 - Mechanics Analysis Composite Materials
P. 101

86                  Mechanics and analysis of eomposite marerials

             Substituting Eqs. (3.74) into this equation we can express e1  in terms of 01and 62.
             Matching this result to the first constitutive equation in Eqs. (3.58) we arrive at



                                                                               (3.77)


             The first of these equations specifies the apparent longitudinal modulus of the ply
             and corresponds to the so-called rule of mixtures according to which the property of
             a composition can be calculated as the sum of its constituent material properties
             multiplied by  the corresponding volume fractions.
               Now consider Eq. (3.68) that can be written as
                 ~2  = EZUf +   .
                      f

               Substituting  strains  E:  and  E?  from  Eqs. (3.72),  stresses  cf  and  0;"  from
             Eqs. (3.74) and  E]  from  Eqs. (3.58) with  due regard  to Eqs. (3.76) and  (3.77) we
             can express ~2  in  terms of  01  and  62.Comparing this expression with the second
             constitutive equation in  Eqs. (3.58) we get


                                                                               (3.78)






             Using Eqs. (3.76) and (3.79) we have

                 V2I  = vfq+  v,u,   .                                         (3.80)
             This  result  corresponds to  the  rule  of  mixtures.  Another  Poisson's  ratio can  be
             found from Eqs. (3.77) and (3.78). Finally, Eqs. (3.58), (3.70), and (3.73) yield the
             apparent shear modulus


                                                                               (3.81)


             This expression can  be  derived  from  the  rule  of  mixtures if  we  use  compliance
             coefficients instead of stiffnesses as in Eq. (3.76).
               Since the fiber modulus is typically many times greater than the matrix modulus,
             Eqs. (3.76), (3.78), and (3.81) can be simplified neglecting small terms and presented
             in the following approximate form
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