Page 74 - Plastics Engineering
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Mechanical Behaviour of  Plastics                               57

                   For some plastics, particularly nylon, the moisture content can have a signifi-
                 cant effect on the creep behaviour. For such plastics, creep curves are normally
                 available in the wet and dry states and a knowledge of  the service conditions
                 enables the appropriate data to be used.
                   For convenience so far we  have referred generally to creep curves  in  the
                 above examples. It has been assumed that one will be using the correct curves
                 for the particular loading configuration.  In practice, creep curves obtained under
                 tensile and flexural loading conditions are quite widely available. Obviously it is
                 important to use the creep curves which are appropriate to the particular loading
                 situation. Occasionally it is possible to obtain creep curves for compressive or
                 shear loading but these are less common.
                   If  only  one type of  data is available (e.g. tensile creep curves) then  it  is
                 possible  to  make  conversions to  the  other test  modes.  It  should  always be
                 remembered, however, that these may  not  always be absolutely accurate for
                 plastics under all situations.
                   Generally there is a stiffening effect in compression compared to tension. As
                 a first approximation one could assume that tension and compression behaviour
                 are  the  same.  Thomas has  shown  that  typically for PVC,  the  compression
                 modulus is about 10% greater than the tensile modulus. However, one needs to
                 be careful when comparing the experimental data because normally no account
                 is taken of  the changes in  cross-sectional area during testing. In tension, the
                 area will decrease so that the true stress will increase whereas in compression
                 the opposite effect will occur.
                   The  classical  relationship  between  moduli  in  tension,  compression  and
                 flexure is


                                                                              (2.14)

                 where
                                        MR = Ec/ET

                   It  may  be  seen that  if  E,  = ET then Eflex = ET. However, if  E,  = 1.1E~
                 (for example), then Eflex  = 1.05E~.
                   The  classical  relationship  between  the  shear  modulus  G,  and  the  tensile
                 modulus, E, for an isotropic material is

                                                                              (2.15)

                 where v = Poissons ratio.
                   Finally, although it is less commonly used for plastics, the bulk modulus, K,
                 is given by
                                                    I7
                                                    c
                                            K=                                (2.16)
                                                3(1 - 2~)
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