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96                                   Mechanical Behaviour of Plastics

                         Now consider the Situation in which the stress,  01,  was applied at time, tl,
                       and an additional stress, 02,  applied at time, r2,  then Boltzmanns’ Superposition
                      Principle states that the total strain at time, t, is the algebraic sum of  the two
                      independent responses.
                                                  1            1
                                         E(t) = E(t - tl) a0  + E(r - 12)  *  61

                         This equation can then be  generalised, for any series of N step changes of
                       stress, to the form
                                                   i=N
                                             e(t) = Eoi                             (2.55)
                                                   i=l
                      where ai is the step change of  stress which occurs at time, ti.
                         To illustrate the use of this expression, consider the following example.
                         Example 2.13 A  plastic  which  can  have  its  creep  behaviour  described
                      by  a  Maxwell  model  is  to  be  subjected  to  the  stress  history  shown  in
                      Fig. 2.43(a). If the spring and dashpot constants for this model are 20 GN/m2
                       and 1000 GNs/m2 respectively then predict the strains in the material after 150
                       seconds, 250 seconds, 350 seconds and 450 seconds.
                         Solution From Section 2.1 1 for the Maxwell model, the strain up to 100s is
                      given by
                                                       a
                                                            m
                                                 E(t) = - + -
                                                        ttl
                         Also the time dependent modulus E(t) is given by
                                              E(t) = - -     ttl                    (2.56)
                                                      O
                                                           ~
                                                         - tl+  tt
                         Then using equation (2.54) the strains may be calculated as follows:
                         (i) at t = 150 seconds; ai = 10 MN/m2 at tl = 0, a2  = -10  MN/m2 at t2 =
                       100 s




                                      = 0.002 - 0.001 = 0.1%
                         (ii) at 250 seconds; 61, a2  as above, a3 = 5 MN/m2 at t3 = 200 s

                            ~(250) = 10                                           1
                                                                        ttl
                                           tl +  *  (250 - 200)


                                   = 0.003 - 0.002 + 0.0005 = 0.15%
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