Transactions of the Japan Society of Mechanical Engineers Series A
Online ISSN : 1884-8338
Print ISSN : 0387-5008
A Constitutive Equation in Cyclic Plasticity Based on the Random Barriers Theory
Yoichi OBATAYA
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1987 Volume 53 Issue 487 Pages 601-608

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Abstract
A constitutive equation in rate-independent cyclic plasticity was presented with a new plastic potential function depending on the field of resisting force against the movement of dislocations. By extending the model proposed in the previous paper for a uniaxial case, it was assumed in this study that each process of the cyclic deformation under multiaxial loading should be attached to either the to-motion process or the fro-motion process, and a simple rule of conversion from one process to the other was postulated by considering the stress history. Moreover, an effect of anisotropy produced by cyclic deformation was reflected in the internal structure variable which was one of three internal state variables describing the force field. The propriety of this equation without any yield surface has been examined with some experiments obtained from the axial-and torsional-load cycling tests with tubular specimens of a carbon steel.
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