Page 162 - Fiber Fracture
P. 162

STRENGTH OF GLASS FIBERS                                              147

                                   I     I   I   I   I  I  I  I  I  I   I
                                                 20 "C           -1 96 "C
                              o Silica




























                                   I     I   I   I   I  I  I  I  I  I   I
                         1         2        4     6   8  10    15  20
                                         breaking strain, %
          Fig. IO. Weibull plot of the liquid N:!  and room temperature strengths of pristine silica fibers (Duncan et al.,
           1985).


             Gupta (1983) has analyzed these data for E-glass fibers, including the data on  the
          temperature dependence of  strength (see Fig.  12) and has shown that the data can be
          rationalized in terms of  the slow crack growth model of fatigue. Duncan et al. (1985)
          have shown the same for silica fibers. There is clear evidence of fatigue in pristine fibers.
          What is more intriguing is that the fatigue behavior of pristine fibers is rationalizable to
          a significant extent in terms of  the slow crack growth model. How does one reconcile
          slow crack growth in these flaw-free fibers? This question remains unresolved at present.
          One possible explanation is that nucleation of microcracks (Bouten and deWith, 1988;
          Golubovic and Feng,  1991) - a time/temperature-dependent  phenomenon - is the
          mechanism of fatigue in pristine fibers. Heterogeneous nucleation of a microcrack at the
           fiber surface will be favored by  high stresses and high environmental humidity. After
          nucleation a crack can grow by  slow crack growth. If the crack nucleation time and the
           size of the critical crack are small, the overall fatigue process will closely resemble that
          of growth of pre-existing cracks.
             Assuming the Griffith-Irwin  criterion (Eq. 13), one can calculate crack sizes corre-
           sponding to the measured strength values. Values obtained in this fashion are tabulated
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