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Influence of the microstructure parameters of construction steels on their brittle fracture resistance

机译:建筑钢的微观结构参数对其抗脆性断裂的影响

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摘要

This paper presents a procedure for quantifying the probability of cleavage failures in low alloy steels controlled by microme-chanismus of cracking in carbides. It shows how the integral probability of eleavage varies with the stress intensity factor; the temperature, and the deformation characteristics and microstructural parameters of steel. This quantification of the integral probability of eleavage fracture has been applied for predicting the lower bound of eleavage fracture has been applied for predicting the lower bound of the temperature dependence of fracture toughness of Ni-Cr steel, and very good accordance with experimental results was found. Newly, using two ways the local fracture stress and characteristic distance were calculated in dependence on temperature. The proposed procedure represents a foundation for systematic control of microstructural parameters so as to ensure the optimum relation between strength characteristics and fracture toughness of steels.
机译:本文提出了一种程序,该程序可量化低合金钢中由碳化物开裂的微观机理控制的解理失败概率。它显示了断裂的整体概率如何随应力强度因子而变化;温度,钢的变形特性和显微组织参数。这种对拉断断裂积分概率的量化已被用于预测拉断断裂的下限,已被用于预测镍铬钢断裂韧性的温度依赖性的下限,并且与实验结果非常吻合。最近,使用两种方法根据温度计算了局部断裂应力和特征距离。所提出的程序为系统控制微观结构参数,以确保强度特性与断裂韧性之间的最佳关系奠定了基础。

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