A Constitutive Model for Isothermal Pseudoelasticity Coupled with Plasticity

被引:24
|
作者
Jiang D. [1 ]
Landis C.M. [1 ]
机构
[1] Department of Aerospace Engineering and Engineering Mechanics, The University of Texas at Austin, 210 East 24th Street, C0600, Austin, 78712-1221, TX
基金
美国国家科学基金会;
关键词
Pseudoelasticity; Shape memory; SMA;
D O I
10.1007/s40830-016-0078-8
中图分类号
学科分类号
摘要
In this paper, a new constitutive model for isothermal pseudoelastic shape memory alloys is presented. The model is based upon a kinematic hardening framework that was previously developed for ferroelastic and ferroelectric switching behavior. The basis of the model includes a transformation surface, an associated flow rule for transformation strain, and kinematic hardening with the back stresses represented by a transformation potential that is dependent upon the transformation strain. In contrast to many models that introduce tension/compression asymmetry by devising transformation surfaces in terms of invariants of the stress tensor, this model achieves this capability by means of expressing the transformation potential from which the back stresses are derived as a weighted mix of two potentials that are, respectively, calibrated to measured tensile and compressive responses. Additionally, in this model, plastic deformation is allowed to occur at high stresses by employing a standard J2-based yield surface with isotropic hardening. Finally, to demonstrate the ability of the constitutive model to perform in highly non-proportional loading states, some finite element simulations on crack tip fields are presented. © 2016, ASM International.
引用
收藏
页码:360 / 370
页数:10
相关论文
共 50 条
  • [21] Coupled elasto-plasticity damage constitutive models for concrete
    Qiang XU
    Jianyun CHEN
    Jing LI
    Gang XU
    Journal of Zhejiang University-Science A(Applied Physics & Engineering), 2013, 14 (04) : 256 - 267
  • [22] Coupled elasto-plasticity damage constitutive models for concrete
    Qiang Xu
    Jian-yun Chen
    Jing Li
    Gang Xu
    Journal of Zhejiang University SCIENCE A, 2013, 14 : 256 - 267
  • [23] Coupled elasto-plasticity damage constitutive models for concrete
    Qiang XU
    Jian-yun CHEN
    Jing LI
    Gang XU
    Journal of Zhejiang University-Science A(Applied Physics & Engineering), 2013, (04) : 256 - 267
  • [24] Coupled elasto-plasticity damage constitutive models for concrete
    Xu, Qiang
    Chen, Jian-yun
    Li, Jing
    Xu, Gang
    JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2013, 14 (04): : 256 - 267
  • [25] Finite plasticity in . Part I: constitutive model
    Grandi, Diego
    Stefanelli, Ulisse
    CONTINUUM MECHANICS AND THERMODYNAMICS, 2017, 29 (01) : 97 - 116
  • [26] A constitutive model for dynamic plasticity of FCC metals
    Gao, C. Y.
    Zhang, L. C.
    MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING, 2010, 527 (13-14): : 3138 - 3143
  • [27] A variational constitutive model for porous metal plasticity
    K. Weinberg
    A. Mota
    M. Ortiz
    Computational Mechanics, 2006, 37 : 142 - 152
  • [28] A variational constitutive model for porous metal plasticity
    Weinberg, K
    Mota, A
    Ortiz, M
    COMPUTATIONAL MECHANICS, 2006, 37 (02) : 142 - 152
  • [29] Isothermal constitutive undercooling as a model for oscillatory zoning in plagioclase
    LHeureux, I
    Fowler, AD
    CANADIAN MINERALOGIST, 1996, 34 : 1137 - 1147
  • [30] Constitutive model for coupled inelasticity and damage
    Nippon Kikai Gakkai Ronbunshu A Hen, 592 (2684-2692):