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194                               Mechanical Behaviour of Composites

                        when the stresses a,, ay and  txy are applied. Calculate also the strains in the
                        global X - Y directions.

                          E1  = 125O0O1 MN/m2,  E2  = 7800 MN/m2,   G12 = 4400 MN/m2,
                          u12  = 0.34  a,  = 10 MN/m2,  ay = -14  MN/m2,   txy = -5  MN/m2
                          Solution The Stress Transformation Matrix is            0.94 )
                                 c2   s2   -2sc  ]                0.671  0.329
                                            2sc
                         T, = [ s2   c2              or   T, = (  0.329  0.671  -0.94
                                -sc   sc  (2 - 2)                -0.47   0.47     0.342
                          The stresses parallel and perpendicular to the fibres are then given by
                                                 [E:]  =To. [ 21



                                                  t12         =xY
                        so,
                           a1  = -2.59  MN/m2   02 = -1.4  MN/m2    t12 = -12.98  MN/m2

                        In order to get the strains in the global directions it is necessary to determine
                        the overall compliance matrix [SI. This is obtained as indicated above, ie

                                      [SI = [a]-' where [a] = [To]-'  [e]. [T,]
                          The local compliance matrix is
                                                          -
                                                       0

                                                       0        and    Q=S-'
                                                        1
                                                      -

                          The Strain Transformation matrix is
                                                   c2    s2    -sc  ]
                                                                SC
                                           T, = [  s2    c2
                                                  -2sc   2sc  (2 -2)
                        so,               -
                                          Q=T;'.Q.T,       and  s=a-'
                        Then
                                                  6.64 x       -2.16  x      -7.02  x
                        ["]=3.["]          -  s = [ -2.16  x  10-~   1.07 x  10-~  -4.27  x  10-~
                         YXY        TXY          -7.02  x  10-~  -4.27  x 10-~   1.51 x  10-~
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