Page 233 - Plastics Engineering
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216                               Mechanical Behaviour of Composites

                             180
                             160

                             140
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                           N
                           E
                           2 100
                           s2.
                           2
                           -  80
                           L o

                              40
                              20

                               0
                                 0    10      20  30    40     50    60    70    80    90
                                                          Angle (e)

                             Fig. 3.24  Variation of elastic properties for a single ply of carbodepoxy composite


                         (ii) Symmetric 4 Ply Laminate  The same procedure is used again except that
                         this time the IAl  matrix has to be summed for all the plies, ie

                                         f=4
                                    IAl  =  IZilf  (hf  - hf-1)  and la1 = 1AI-l
                                         f=1
                         where       l~  = -0.2,  hl = -0.1,  h2  = 0, h3  = O.l,h4 = 0.2.

                           Once again, for 8 = 50" (for example)
                                            1
                                               =
                                     E,  = - 14.6 GN/m2
                                           Ullh
                                     E  --- - 24.8 GN/m2
                                       Y-
                                           ad
                                            1
                                     Gxy = - 44 GN/m2
                                               =
                                           a66h
                                     VXY = - =0.615  and  vYx= --       - 1.045
                                                                   -a12
                                           -a12
                                           a1 1                     a22
                         Fig. 3.25 shows the variation of these elastic constants for values of 8 in the
                         range 0 to 90".
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