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首页> 外文期刊>Journal de Physique, IV: Proceedings of International Conference >Minimal Resistance of Engineering Materials to Brittle Fracture as predicted by Local Approach
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Minimal Resistance of Engineering Materials to Brittle Fracture as predicted by Local Approach

机译:局部方法预测的工程材料对脆性断裂的最小抵抗力

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摘要

Two basic concepts of brittle fracture are considered: the first involving stage-by-stage interatomic bonds decohesion at the crack tip, the second - microcrack coalescence. Quantitative evaluation has been made of the material threshold and minimal fracture toughness values which correspond to the above concepts. The paper presents the analysis of methods for the experimental evaluation of two main structure parameters, which govern the material fracture, and discloses their physical meaning. These are the characteristic distance and cleavage stress. It also considers the methods of a priori express-evaluation of the materials fracture toughness from their conventional mechanical characteristics.
机译:考虑了脆性断裂的两个基本概念:第一个涉及裂纹尖端处的逐步的原子间键脱粘,第二个涉及微裂纹合并。已经对与上述概念相对应的材料阈值和最小断裂韧性值进行了定量评估。本文介绍了控制材料断裂的两个主要结构参数的实验评估方法的分析,并揭示了它们的物理意义。这些是特征距离和解理应力。还考虑了根据其传统的机械特性对材料的断裂韧性进行先验评估的方法。

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