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198                               Mechanical Behaviour of Composites

             (ii)  Loading off Fibre Axis
               For the  situation where the loading is applied off  the fibre axis, then the
             above approach involving the Plate Constitutive Equations can be used but it
             is necessary to use the transformed stiffness matrix terms 0.
               Hence, in the above analysis
                                       [AI  = @I  * h
                                       103  = @I. h3/12

               The use of  the Plate Constitutive Equations is illustrated in the following
             Examples.
               Example 3.9  For  the  2 mm  thick  unidirectional  carbon  fibre/PEEK
             composite  described  in  Example 3.6,  calculate  the  values  of  the  moduli,
             Poisson’s Ratio  and  strains in  the  global direction when  a  stress  of  a,  =
             50 MN/m2 is applied. You  should use
               (i)  the lamina stiffness and compliance matrix approach and
               (ii)  the Plate Constitutive Equation approach.

               Solution
             (i) As shown in Example 3.6, for the loading in Fig. 3.16
                                                                 I
                          4.12   10-~  -2.58  x  10-~  -6.24  x  10-~
                         -2.58  x lo-’   7.87 x       1.77 x  lo-’  m2h4N
                         -6.24   10-5   1.77  10-5     1.43  10-4
                                                        yk


                        n  I


                                                                 ’/
















                                             0
                          Fig. 3.16  Single ply composite subjected to plane stress
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