The cumulative probability of failure of a brittle material during loading
can be related to the mean number of flaws in the body that are critical, i
.e. satisfy some fracture criterion. Here, this approach is related to the
more conventional Weibull statistics via Wilshaw's concept of a searched ar
ea. A power-lau function for the flaw distribution is assumed and also the
existence of a maximum crack sizer and hence a threshold stress. The Weibul
l modulus, m, is regarded as a quantity that may vary with stress. It is sh
own that m(sigma)= [sigma /N(sigma)][dN(sigma)/d sigma] where sigma is the
stress and N(sigma) is the appropriate number of critical flaws. Quantitati
ve expressions For m(a) are derived for tension tests, three-point bend tes
ts, four-point bend tests and Hertzian indentation. It is shown that these
test methods may all give different values for the Weibull modulus even tho
ugh the flaw distribution remains the same. (C) 2001 Elsevier Science Ltd.
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