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206                                Mechanical Behaviour of  Composites

                        3.10 Summary of Steps to Predict Stiffness of Symmetric Laminates

                           1. The Stiffness matrix [GI is obtained as earlier each individual ply in the
                             laminate.
                          2.  The Stiffness matrix  [A]  for the laminate is determined by  adding the
                             product of thickness and [GI for each ply.
                          3.  The Compliance matrix  [a] for the laminate is determined by  inverting
                             [A]  ie [a] = [AI-'.
                          4.  The stresses and strains in the laminate are then determined from


                                                                 :}h
                                                  {~}=~a~.{
                                                   YXY          TXY
                          Example 3.11 A  series of  individual plies with the properties listed below
                        are laid in the following sequence to make a laminate



                        Determine the moduli for the laminate in the global X-Y directions and the
                        strains in  the  laminate when  stresses of  a,  = 10 MN/m2, cy = - 14 MNlm2
                        and  tXy = -5  MN/m2 are applied. The thickness of  each is 1 mm.

                              E1  = 125000 MN/m2  E2  = 7800 MN/m2  G12  = 4400 MN/m2

                                                     ~12 = 0.34
                          Solution The behaviour of  each ply when subjected to loading at 13 degrees
                        off the fibre axis is determined using Matrix manipulation as follows:

                              Compliance Matrix                       StifSness Matrix












                         Stress Transformation Matrix           Strain Transformation Matrix

                                 c2  s2    -2sc  ]                                  sc
                                            2sc
                                 s2   c2
                                 -sc   sc  (2 - s2)
   218   219   220   221   222   223   224   225   226   227   228