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将障碍强化纳入解理断裂局部方法以预测韧性到脆性转变区域的温度效应。

Incorporation of Obstacle Hardening into Local Approach to Cleavage Fracture to Predict Temperature Effects in the Ductile to Brittle Transition Regime.

作者信息

Yankova Maria S, Jivkov Andrey P, Patel Rajesh

机构信息

Department of Mechanical, Aerospace and Civil Engineering, University of Manchester, Oxford Rd, Manchester M13 9PL, UK.

National Nuclear Laboratory, Sperry Way, Stonehouse, GL10 3UT, UK.

出版信息

Materials (Basel). 2021 Mar 5;14(5):1224. doi: 10.3390/ma14051224.

Abstract

Ductile-to-brittle-transition refers to observable change in fracture mode with decreasing temperature-from slow ductile crack growth to rapid cleavage. It is exhibited by body-centred cubic metals and presents a challenge for integrity assessment of structural components made of such metals. Local approaches to cleavage fracture, based on Weibull stress as a cleavage crack-driving force, have been shown to predict fracture toughness at very low temperatures. However, they are ineffective in the transition regime without the recalibration of Weibull stress parameters, which requires further testing and thus diminishes their predictive capability. We propose new Weibull stress formulation with thinning function based on obstacle hardening model, which modifies the number of cleavage-initiating features with temperature. Our model is implemented as a post-processor of finite element analysis results. It is applied to analyses of standard compact tension specimens of typical reactor pressure vessel steel, for which deformation and fracture toughness properties in the transition regime are available. It is shown that the new Weibull stress is independent of temperature, and of Weibull shape parameter, within the experimental error. It accurately predicts the fracture toughness at any temperature in the transition regime without relying upon empirical fits for the first time.

摘要

韧性到脆性转变是指随着温度降低,断裂模式发生的可观察到的变化——从缓慢的韧性裂纹扩展到快速的解理断裂。体心立方金属会出现这种转变,这给由这类金属制成的结构部件的完整性评估带来了挑战。基于威布尔应力作为解理裂纹驱动力的局部解理断裂方法,已被证明能够预测极低温度下的断裂韧性。然而,在不重新校准威布尔应力参数的情况下,它们在转变区域无效,而这需要进一步测试,从而降低了它们的预测能力。我们基于障碍强化模型提出了具有细化函数的新威布尔应力公式,该公式随温度改变解理起始特征的数量。我们的模型作为有限元分析结果的后处理器来实现。它被应用于典型反应堆压力容器钢标准紧凑拉伸试样的分析,这类钢在转变区域的变形和断裂韧性特性是已知的。结果表明,在实验误差范围内,新威布尔应力与温度和威布尔形状参数无关。它首次在不依赖经验拟合的情况下,准确预测了转变区域内任何温度下的断裂韧性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e85c/7961473/4bc60fa56a75/materials-14-01224-g001.jpg

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