A General Solution to the Two-Surface Plasticity Theory

Author:

Jiang Wei1

Affiliation:

1. Mechanical Engineering Department, Florida International University, Miami, FL 33199

Abstract

This paper obtains a closed-form general solution to the two-surface plasticity theory for linear stress paths. The simple two-surface model is discussed first. It is shown that according to this model, the response of the material stabilizes immediately during the first loading cycle. That is, the memory surface reaches its maximum size with a radius equal to the maximum effective stress and then remains unchanged thereafter, while the yield center translates along a line parallel to the stress path, thus always leading to a constant plastic strain growth rate. As a result, the model predicts that under any cyclic linear loading conditions, the material response can always be ratchetting, with no possibility of shakedown of any kinds, which violates those aspects of material behavior that are generally deemed essential in constitutive modeling. The general two-surface theory is also discussed in this paper, and some comments are made.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference35 articles.

1. Batdorf, S. B., and Budiansky, B., 1949, “A Mathematical Theory of Plasticity Based on the Concept of Slip,” NACA TN 1971.

2. Benallal, A., and Marquis, D., 1987, “Constitutive Equations Describing Non-Proportional Effects in Cyclic Plasticity,” Constitutive Laws for Engineering Materials—Theory and Applications, Vol. 1, C. S. Desai et al., eds., Elsevier, New York, pp. 505–512.

3. Chaboche, J. L., Dang-Van, K., and Cordier, G., 1979, “Modelization of the Strain Memory Effect on the Cyclic Hardening of 316 Stainless Steel,” Proceedings of the 5th International Conference on Structural Mechanics in Reactor Technology, Berlin, Germany.

4. Chang K. C. , and LeeG. C., 1986, “Biaxial Properties of Structural Steel under Nonproportional Loading,” Journal of Engineering Mechanics, ASCE, Vol. 112, No. 9, 792–805.

5. Chang K. C. , and LeeG. C., 1986, “Constitutive Relations of Structure Steel under Nonproportional Loading,” Journal of Engineering Mechanics, ASCE, Vol. 112, No. 8, 806–820.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. General Kinematic-Isotropic Hardening Model;Journal of Engineering Mechanics;1999-04

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3