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Invariance of safety factor in probabilistic fracture mechanics analysis

机译:概率断裂力学分析中安全系数的不变性

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摘要

Probability of failure (p_f) and reliability (safety) index (beta) were calculated for edge and surface cracks loaded under linear-elastic conditions. Probabilistic fracture mechanics calculations were performed using the first-order reliability method. The calculations were repeated several thousand times using randomly selected mean values and coefficient of variations (COV = standard deviation/mean) of the fracture mechanics parameters (fracture toughness, crack depth, crack aspect ratio, tensile and bending stresses). Multiple linear regression analyses of the results were performed with p_f and beta as dependent variables and expressions for p_f and beta were obtained as a function of key variables of interest. Safety factor expressed as a ratio of mean values of fracture toughness and stress intensity factor is close to be an invariant relative to p_f and beta for surface cracks with a lognormal distribution of the crack depth. The safety factor invariance for edge crack is marginal or relatively weak depending on the crack depth probability distribution. The results of the calculation indicated that the variations in COV had a relatively small effect on p_f and beta.
机译:计算了在线性弹性条件下加载的边缘和表面裂纹的失效概率(p_f)和可靠性(安全性)指数(beta)。概率断裂力学计算是使用一阶可靠性方法进行的。使用随机选择的平均值和断裂力学参数(断裂韧性,裂纹深度,裂纹纵横比,拉伸应力和弯曲应力)的变异系数(COV =标准偏差/均值)重复计算数千次。使用p_f和beta作为因变量对结果进行了多元线性回归分析,并根据感兴趣的关键变量获得了p_f和beta的表达式。对于断裂深度为对数正态分布的表面裂纹,安全系数表示为断裂韧度平均值与应力强度系数之比,相对于p_f和beta几乎不变。取决于裂纹深度概率分布,边缘裂纹的安全系数不变性很小或相对较弱。计算结果表明,COV的变化对p_f和beta的影响相对较小。

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