摘要
采用KBW自洽理论和以前提出的单晶硬化律,对铜多晶体的循环应力-应变曲线进行了理论模拟,其范围包括高周疲劳阶段和低周疲劳阶段。结果与有关实验定量相符。
With the KBW self-consistent model and the single crystal hardening law, previously proposed by Sun and Hwang, the cyclic stress-strain response of polycrystalline copper over both high and low-cycle fatigue ranges has been obtained. The predictions are in quantitative agreement with the corresponding experiments. In addition, the theoretical modelling confirms that the cyclic stress-strain curve of polycrystalline copper has no plateau.
出处
《北方交通大学学报》
CSCD
北大核心
1996年第2期248-252,共5页
Journal of Northern Jiaotong University
基金
国家自然科学基金