Page 105 - Plastics Engineering
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88                                    Mechanical Behaviour of Plastics

                       Stress-Strain  Relations
                         These are the same as the Maxwell Model and are given by equations (2.27)
                       and (2.28).

                       Equilibrium Equation
                         For equilibrium of  forces it can be  seen that the applied load is supported
                       jointly by the spring and the dashpot, so

                                                   a = u1 + a2                      (2.36)

                       Geometry of Deformation Equation
                         In this case the total strain is equal to the strain in each of the elements, i.e.

                                                   &=E1  =E2                        (2.37)
                         From equations (2.27), (2.28) and (2.36)

                                                  a = 6 *  El + qb2

                       or using equation (2.37)
                                                  a=f*&+q*&                         (2.38)

                         This is the governing equation for the  Kelvin (or Voigt) Model  and it  is
                       interesting to consider its predictions for the common time dependent defor-
                       mations.

                       (3 c=p
                         If  a constant stress, a,, is applied then equation (2.38) becomes

                                                  a, = 6 *E + qi
                       and this differential equation may be solved for the total strain, E, to give






                       where the ratio q/( is referred to as the retardation time,  TR.
                         This indicates an exponential increase in strain from zero up to the value,
                       ao/t, that the spring would have reached if the dashpot had not been present.
                       This is shown in Fig. 2.37.  As for the Maxwell Model, the creep modulus may
                       be determined as
                                                                                    (2.39)
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