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208                               Mechanical Behaviour of  Composites

               3.1 1 General Deformation Behaviour of Laminates

               The previous section has illustrated a simple convenient means of  analysing
               in-plane loading of  symmetric laminates. Many laminates are of this type and
               so this approach is justified. However, there  are also many  situations where
               other types of loading (including bending) are applied to laminates which may
               be  symmetric or non-symmetric. In order  to  deal  with  these situations it is
               necessary to adopt a more general type of  analysis.


               Convention for defining thicknesses and positions of plies
               In this more general analysis it is essential to be able to define the position and
               thickness of each ply within a laminate. The convention is that the geometrical
               mid-plane is taken as the datum. The top and bottom of each ply are then defined
               relative to this. Those above the mid-plane will have negative co-ordinates and
               those below will be positive. The bottom surface of  the fth  ply has address
               hf and the top surface of this ply has address hf-1. Hence the thickness of  the
               fth ply is given by
                                        h(f)  = hf - hf-1
               For the 6 ply laminate shown in Fig. 3.21, the thickness of ply 5 is given by

                                  h(5) = hs  -h4  = 3 - 1 = 2 mm
























                                      Fig. 3.21  Six ply laminate

               The thickness of ply  1 is given by

                               h(1) = hl  - h~ = (-3)  - (-6)  = 3 mm
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