Page 234 - Plastics Engineering
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Mechanical Behaviour of Composites                             217

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                        0
                          0  1  0   2  0   ~  4  0   5  0  6   0  7  0   8  0   9  0
                                                    Angle (e)

                  Fig. 3.25  Variation of elastic properties for a (+/ - 45) symmetric laminate of carbodepoxy



                   It is interesting to compare the behaviour of the single ply and the laminate
                 as shown in Figs 3.24 and 3.25. Firstly it is immediately evident that the lami-
                 nate offers a better balance of properties as well as improvements in absolute
                 terms. The shear modulus in particular is much better in the laminate. Its peak
                 value at 45" arises because shear is equivalent to a state of  stress where equal
                 tensile and compressive stresses are applied at 45" to the shear direction. Thus
                 shear loading on a  [& 451,  laminate is equivalent to tensile and compressive
                 loading on  a  [0/90], laminate. Thus the fibres are effectively aligned in  the
                 direction of loading and this provides the large stiffness (or modulus) which is
                 observed.
                   It  is  also worthy  of  note  that  large  values  of  Poisson's  Ratio  can  occur
                 in  a laminate. In this case a peak value of  over  1.5 is observed - something
                 which would be impossible in an isotropic material. Large values of  Poisson's
                 Ratio are a characteristic of unidirectional fibre composites and arise due to the
                 coupling effects between extension and shear which were referred to earlier.
                   It is also important to note that although the laminae [It 451,  indicates that
                 Ex = E,  = 18.1 GN/m2, this laminate is not isotropic or even quasi-isotropic.
                 As shown in Chapter 2, in an isotropic material, the shear modulus is linked
                 to the other elastic properties by  the following equation
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