Page 80 - 3D Fibre Reinforced Polymer Composites
P. 80

Micromechanics Models for Mechanical Properties      69


                                                                              (4.17b)

             Noting  the  definition  of  concentration  matrices  in  equation  (4.16),  the  following
             relationships  hold  c,[A,] = [I]-c,[A,]  and  c,[B,] =[I]-c,[B,].   Thus  the  above
             equations can be rewritten as:



                                                                              (4.18)

             By assuming that  the strain  is  uniform  throughout  the composite,  which  means  that
             [Al J=[AzJ=[ZJ, the following simplest equation can be obtained:

                [C] = C,[C"'] + C,[C'*']                                      (4.19)

             Similarly,  by  assuming  that  stress  is  uniform  throughout  the  composites,  namely
             [B1]=[B2]=[fl, we have the following:


                [SI = C,[S'"] + c2[S'2'  J                                    (4.20)

             Equation  (4.19)  and  (4.20)  are the  Voigt  and  Reuss  approximations,  which  provide
             upper and lower bounds as proved by Hill (Aboudi 1991).
                Determination of the concentration  matrices in different phases is one of the most
             important steps in evaluating the effective  overall properties of  a composite material.
             Mori and Tanaka (1973) presented a method for calculating average internal stress in a
             matrix of materials containing misfitting inclusions by using eigenstrains.  In the Mori-
             Tanaka method, the average strain in the interacting inclusions is approximated by that
             of a single inclusion in an infinite matrix subject to the uniform average matrix strain
             (Aboudi, 1991), which leads to the following relation:





             where superscript 2 indicates the inclusion and superscript 1 corresponds to the matrix,
             [T,] is determined from the solution of a single particle imbedded in an infinite matrix
             subject  to  homogeneous  displacement  boundary  conditions  defined  by  the  average
             matrix strain  {F(')}. Substituting the above equation into (4.15) yields a definition of
             {E")} in  terms of  the overall  average strains  {Z} , and in conjunction  with equation
             (4.15) leads to the determination of [A2] as follows (Aboudi 1991):




             Substituting  into  equation  (4.18)  yields  the  overall  stiffness  matrix.  The  overall
             compliance matrix can also be obtained similarly.
   75   76   77   78   79   80   81   82   83   84   85