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Prediction of cleavage fracture from non-sharp defects using the Weibull stress based toughness scaling model

机译:使用基于Weibull应力的韧性缩放模型预测非尖锐缺陷引起的劈裂断裂

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The structural integrity assessment of engineering plant is based on the principles of fracture mechanics that assume defects to be sharp cracks. Whilst conservative, this assumption may be overly conservative in some situations, e.g. for defects that are non-sharp. This paper describes the prediction of cleavage fracture initiation from blunt notches of varying root radii using the Weibull stress based toughness scaling model. Failure predictions are compared with the results of experiments performed on single edge notch bend SE(B) specimens containing both cracks and notches of varying notch root radii. Cleavage initiation sites were located close to the peak tensile stress ahead of the notch, implying that a tensile stress criterion is the main controlling factor for cleavage fracture. The cleavage fracture predictions from the toughness scaling model correlate well with the experimental data; but care needs to be taken to ensure that calibration of the Weibull parameters references fracture toughness data from constraint levels that span that of the defect of interest. This ensures the model interpolates between the constraint states used for calibration, rather than extrapolating outside the range of applicability.
机译:工程设备的结构完整性评估基于断裂力学原理,该原理假定缺陷为尖锐裂纹。虽然保守,但此假设在某些情况下可能过于保守,例如对于非锋利的缺陷。本文使用基于威布尔应力的韧性缩放模型,描述了由变化的根部半径的钝凹口引起的劈裂断裂开始的预测。将失败的预测结果与包含裂纹和不同缺口根半径的缺口的单边缺口SE(B)标本进行的实验结果进行比较。劈裂的起始位置靠近切口前的峰值拉伸应力,这表明拉伸应力准则是劈裂断裂的主要控制因素。韧性标度模型的劈裂断裂预测与实验数据很好地相关。但需要注意确保Weibull参数的校准参考了跨越所关注缺陷的约束水平的断裂韧性数据。这样可以确保模型在用于校准的约束状态之间进行插值,而不是在适用范围之外进行插值。

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