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钢的全范围应变硬化行为描述。

Description of full-range strain hardening behavior of steels.

作者信息

Li Tao, Zheng Jinyang, Chen Zhiwei

机构信息

Institute of Process Equipment, Zhejiang University, Hangzhou, 310027 Zhejiang People's Republic of China.

Institute of Process Equipment, Zhejiang University, Hangzhou, 310027 Zhejiang People's Republic of China ; High-Pressure Process Equipment and Safety Engineering Research Center of Ministry of Education, Zhejiang University, Hangzhou, 310027 Zhejiang People's Republic of China ; The State Key Laboratory of Fluid Power Transmission and Control, Zhejiang University, Hangzhou, 310027 Zhejiang People's Republic of China.

出版信息

Springerplus. 2016 Aug 11;5(1):1316. doi: 10.1186/s40064-016-2998-3. eCollection 2016.

Abstract

Mathematical expression describing plastic behavior of steels allows the execution of parametric studies for many purposes. Various formulas have been developed to characterize stress strain curves of steels. However, most of those formulas failed to describe accurately the strain hardening behavior of steels in the full range which shows various distinct stages. For this purpose, a new formula is developed based on the well-known Ramberg-Osgood formula to describe the full range strain hardening behavior of steels. Test results of all the six types of steels show a three-stage strain hardening behavior. The proposed formula can describe such behavior accurately in the full range using a single expression. The parameters of the formula can be obtained directly and easily through linear regression analysis. Excellent agreements with the test data are observed for all the steels tested. Furthermore, other formulas such as Ludwigson formula, Gardner formula, UGent formula are also applied for comparison. Finally, the proposed formula is considered to have wide suitability and high accuracy for all the steels tested.

摘要

描述钢材塑性行为的数学表达式可用于多种目的的参数研究。人们已经开发出各种公式来表征钢材的应力应变曲线。然而,这些公式大多未能准确描述钢材在整个范围内呈现出不同阶段的应变硬化行为。为此,基于著名的兰伯格-奥斯古德公式开发了一种新公式,以描述钢材的全范围应变硬化行为。所有六种类型钢材的试验结果均显示出三阶段应变硬化行为。所提出的公式可以用一个单一表达式在整个范围内准确描述这种行为。该公式的参数可以通过线性回归分析直接且轻松地获得。对于所有测试钢材,均观察到与试验数据的极佳吻合度。此外,还应用了其他公式,如路德维格森公式、加德纳公式、根特大学公式进行比较。最后,所提出的公式被认为对所有测试钢材具有广泛的适用性和高精度。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/658a/4980855/00b5c7bfc01c/40064_2016_2998_Fig2_HTML.jpg

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