Page 502 - Handbook of Properties of Textile and Technical Fibres
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Tensile failure of polyester fibers                                475

              In practical applications the assumption of constant volume during deformation is
           used and true stress is expressed in the form

               s t ¼ sð1 þ εÞ                                            (13.44)

              It is interesting that for linear true stress/true strain dependence s t ¼ Eε t for an
           incompressible material, the engineering stress strain diagram is a convex increasing
           curve:

                   E lnð1 þ εÞ
               s ¼                                                       (13.45)
                     1 þ ε
           where E is the initial modulus for true stress/strain dependence, which is equal to the
           initial modulus of the engineering stress-strain curve because the value of derivative
                            2
                                              2
                  0
           [ln(x)/x] ¼ 1/(x þ 1)   log(x þ 1)/(x þ 1) for x approaching 1 is equal to 1. In the
           case of a polymer with a constant Poisson’s ratio during deformation, Eq. (13.45) is
           replaced by form
                           2
               s ¼ Eð1   nεÞ lnð1 þ εÞ                                   (13.46)
              The shape of this function depends on the value of Poisson’s ratio (see
           Fig. 13.26(a)). As in the previous case, the initial modulus for a true stress/strain
           dependence is equal to the initial modulus of the engineering stress-strain curve.
              For greater elongation, it is better to use Poisson’s logarithmic ratio n t defined by the
           relation


                     dd=d 0
               n t ¼                                                     (13.47)
                      dl=l 0
            (a)                               (b)
             45                                60
             40
                                               50
             35
                    Poisson ratio 0.2                       Poisson ratio 0.2
             30                                40
             25                 Poisson ratio 0.4
             σ                                 σ  30               Poisson ratio 0.4
             20
             15                                20
             10
                                               10
              5
              0                                 0
               0  0.1  0.2  0.3  0.4  0.5  0.6  0.7  0.8  0.9  1  0  0.1  0.2  0.3  0.4  0.5  0.6  0.7  0.8  0.9  1
                              ε                                ε
           Figure 13.26 (a) Engineering stress-strain curves computed from Eq. (13.46) for two Poisson’s
           ratio values. (b) Engineering stress-strain curves computed from Eq. (13.50) for two Poisson’s
           ratio values.
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