A General Solution to the Two-Surface Plasticity TheorySource: Journal of Engineering Materials and Technology:;1997:;volume( 119 ):;issue: 001::page 20Author:Wei Jiang
DOI: 10.1115/1.2805968Publisher: The American Society of Mechanical Engineers (ASME)
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.
keyword(s): Plasticity , Stress , Modeling AND Cycles ,
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contributor author | Wei Jiang | |
date accessioned | 2017-05-08T23:53:40Z | |
date available | 2017-05-08T23:53:40Z | |
date copyright | January, 1997 | |
date issued | 1997 | |
identifier issn | 0094-4289 | |
identifier other | JEMTA8-26982#20_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/118809 | |
description 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 | The American Society of Mechanical Engineers (ASME) | |
title | A General Solution to the Two-Surface Plasticity Theory | |
type | Journal Paper | |
journal volume | 119 | |
journal issue | 1 | |
journal title | Journal of Engineering Materials and Technology | |
identifier doi | 10.1115/1.2805968 | |
journal fristpage | 20 | |
journal lastpage | 25 | |
identifier eissn | 1528-8889 | |
keywords | Plasticity | |
keywords | Stress | |
keywords | Modeling AND Cycles | |
tree | Journal of Engineering Materials and Technology:;1997:;volume( 119 ):;issue: 001 | |
contenttype | Fulltext |