BIAXIAL CYCLIC DEFORMATION-BEHAVIOR OF STEELS

被引：45

作者：

BROWN, MW

MILLER, KJ

机构：

[1] Department of Mechanical Engineering, University of Sheffield, Sheffield, S1 3JD, Mappin Street

来源：

FATIGUE OF ENGINEERING MATERIALS AND STRUCTURES | 1979年 / 1卷 / 01期

关键词：

D O I：

10.1111/j.1460-2695.1979.tb00369.x

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

Abstract— The cyclic stress‐strain curves for 1% Cr‐Mo‐V steel and AISI 316 stainless steel were determined under biaxial loading conditions at various temperatures and strain rates. It is shown that these curves may be correlated in terms of the maximum shear stress and strain amplitudes. It is argued that, even though metals obey the von Mises yield criterion for monotonie loading, the micromechanisms of slip which produce the stabilized cyclic stress‐strain behaviour are governed by the Tresca criterion. Copyright © 1979, Wiley Blackwell. All rights reserved

引用

页码：93 / 106

页数：14

共 34 条

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[5] Landgraf R.W., pp. 3-36, (1970)
[6] Miller K.J., (1969)
[7] Oldroyd P.W.J., Burns D.J., Benham P.P., Strain hardening and softening of metals produced by cycles of plastic deformation, Proc. Instn mech. Engrs, 180, 31, pp. 392-402, (1965)
[8] Smith R.W., Hirschberg M.H., Manson S.S., (1963)
[9] Brown M.W., Miller K.J., A theory for fatigue failure under multiaxial stress‐strain conditions, Proc. Instn Mech. Engrs, 187, pp. 745-755, (1973)
[10] Brown M.W., (1975)

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