结构钢位错胞结构、位错密度-疲劳性能关系的研究

Nguyễn Ngọc Vinh
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引用次数: 1

摘要

采用压痕实验、光学显微镜和透射电镜等方法,研究了低周疲劳作用下结构钢的位错胞结构的演变和力学性能的变化。结果表明,在循环载荷作用下,位错胞结构形成良好。当应变幅值增大时,原始晶粒破碎程度增加,导致位错胞尺寸减小,而位错密度随应变幅值的进一步增大,分别从0.4%增加到1.0%。随着循环载荷的增加,压痕硬度和屈服应力均有增大的趋势。位错结构的变化是疲劳力学性能增强的原因,即随着疲劳状态的进一步增加,位错密度趋于增加,而位错胞尺寸呈减小趋势,由于力学性能与平均胞尺寸成反比,导致硬度和屈服强度都有所提高。研究结果可为实际设计提供参考,也可为了解钢结构在循环荷载作用下的微观结构变化提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on dislocation cell structure, dislocation density-fatigue property relationship of a structural steel
In this study, the evolution of the dislocation cell structure and variation of mechanical properties of structural steel under low-cycle fatigue were studied using the indentation experiment, optical microscope, and transmission electron microscope examinations. The results indicated that the dislocation cell structure was well-formed under cyclic loading. When the strain amplitude increased, the original grains were broken more, leading to the dislocation cell size tended to decrease, while dislocation density showed an increase with the further increase of strain amplitude from 0.4% to 1.0%, respectively. Both indentation hardness and yield stress tend to increase when the cyclic loading increases. The change in the dislocation structure was responsible for the strengthening of fatigue mechanical properties, meaning that the dislocation density tended to increase, while the dislocation cell size showed a decrease with the further increase of fatigue condition, leading to the increase of both hardness and yield strength since mechanical properties were inversely proportional to the mean cell size. The results of this study can be used for the practical designs as well as to understand the microstructure changes in structural steel subjected to cyclic loading.
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