This paper presents a probabilistic methodology for fracture-mechanics anal
ysis of off-center cracks in pipes subject to pure bending moment. It is ba
sed on: (1) a new analytical approximation of the J-integral; (2) statistic
al models of uncertainties in loads, material properties, and crack geometr
y; and (3) standard computational methods of structural reliability theory.
The proposed analytical equations were applied to a probabilistic fracture
-mechanics analysis of off-center cracks in pipes. The second-order reliabi
lity method was used to determine the probabilistic characteristics of the
J-integral and failure probability based on the initiation of crack growth.
Numerical examples are presented to illustrate the proposed methodology. T
he results show that the failure probability strongly depends on the off-ce
nter crack angle and is generally lower than that of a pipe with a symmetri
cally centered crack. Hence, simplifying an off-center crack by a symmetric
ally centered crack can produce significant conservatism in predicting fail
ure probabilities. In addition, uncertainty in the off-center crack angle,
if it exists, can increase the failure probability of pipes. (C) 2000 Elsev
ier Science Ltd. All rights reserved.