Page 232 - Plastics Engineering
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Mechanical Behaviour of Composites                             215

                the  matrix  manipulation - although  this  is  not  difficult,  it  is  quite  time-
                consuming if it has to be done manually.
                  The  following  Example  compares  the  behaviour  of  a  single  ply  and  a
                laminate.
                  Example 3.13 A  single  ply  of  carbon  fibre/epoxy  composite  has  the
                following properties:
                     El  = 175 GN/m2,  E2  = 12 GN/m2,  G12  = 5 GN/m2,  u12  = 0.3

                Plot the variations of E,,  E,,  G,,  and uxy for values of 8 in the range 0 to 90"
                for (i) a single ply 0.4 mm thick and (ii) a laminate with the stacking sequence
                [4=8],.  This laminate has four plies, each 0.1 mm thick. Discuss the meaning
                of  the results.

                  Solution
                (i) Single ply  The  method  of  solution  simply  involves  the  determination  of
                [SI, [el, [el, [SI and [a] as illustrated previously, ie




                          PI =

                                               1
                                  0      0    -
                                              GI2
                Then
                                   = T, . Q . T,   and

                                IAl = le1 . h     and
                Then for 8 = 25" (for example)
                                 1
                                    = 28.3 GN/m2
                           E,  = -
                                allh
                           E     1   - 11.7 GN/m2
                            Y-
                                a22h
                                 1
                          G,,  = - 7.3 GN/m2
                                    =
                                Q66h
                                                             --a12
                                --a12
                                     -
                                     -
                                                                  =
                          uxy = - 0.495         and    u,,  = - 0.205
                                 -a1 I                       a22
                Fig. 3.24 shows  the  variation  of  these  elastic  constants  for  all  values  of  8
                between 0 and 90".
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