Page 151 - Fiber Fracture
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136                                                             P.K. Gupta

                  According to fracture mechanics, catastrophic fracture (fast crack growth) occurs at
               the Griffith-Irwin  criterion (Lawn, 1993) given by
                  K  = Kc                                                          (12)
               Eqs. 8, 9, and 12 together are referred to as the slow crack growth model and describe
               fatigue completely in  non-pristine fibers.  Important consequences of  the  slow  crack
               growth model are summarized in the following.

               The Inert Strength

               The inert strength is given by:

                  so  = Kc/[Ycy]
               where CO is the initial size of the most severe crack in a sample.

                The Time to Failure, t(T,X,a)

               As a function of the applied stress u, relative humidity X, and temperature T  (Gupta,
                1983), it is given by:

                  dT,X,u) 25 {2/[(N - 2)v031x-* exP(e/RT)[K,/ySo12rSo/~lN           (14)

                The Strain Rate Dependence of Strength

                At a constant T and X, strength increases with increase in strain rate, E~, according to
                the following equation (Gupta, 1983):

                  Ins = [I/(N+  l)]ln~~+constant                                    (15)
                This equation for dynamic fatigue provides a convenient way of  measuring the stress
                corrosion susceptibility N.

                The Temperature Dependence of Strength

                Gupta (1983) has also shown that the temperature dependence of  strength caused by
                fatigue can be expressed as:
                  InS(T) = { Q/((N+ I)RT]} +constant                                (16)
                According  to  Eq.  16,  strength  decreases  with  increase  in  T  approximately  in  an
                Arrhenius  manner  with  an  apparent  activation energy  equal  to  [ Q/(N + I)].  This
                decrease is caused by the increased slow crack growth rate at higher temperatures. Eq.
                16 is valid as long as fatigue is present. It is not valid at sufficiently low temperatures
                (such as the Iiquid N2  temperature where the fatigue reaction is frozen). At sufficiently
                low temperatures, strength is constant (= SLN).
                  Eq.  16 has been derived assuming constant relative humidity of the testing environ-
                ment. If the experiment is performed under conditions of constant absolute humidity, a
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