Elastoplastic properties of duplex steel determined using neutron diffraction and self-consistent model

被引:68
|
作者
Baczmanski, A
Braham, C
机构
[1] Univ Sci & Technol, AGH, Fac Phys & Nucl Tech, PL-30059 Krakow, Poland
[2] Ecole Natl Super Arts & Metiers, CNRS UMR 8006, F-75013 Paris, France
关键词
neutron diffraction; elastoplastic self-consistent model; duplex steel;
D O I
10.1016/j.actamat.2003.10.046
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A new method for determining the parameters characterising elastoplastic deformation of two-phase material is proposed. The method is based on the results of neutron diffraction and mechanical experiments, which are analysed using the self-consistent rate-independent model of elastoplastic deformation. The neutron diffraction method has been applied to determine the lattice strains and diffraction peak broadening in two-phase austeno-ferritic steel during uniaxial tensile test. The elastoplastic model was used to predict evolution of internal stresses and critical resolved shear stresses. Calculations based on this model were successfully compared with experimental results and the parameters characterising elastoplastic deformation were determined for both phases of duplex steel. (C) 2003 Acta Materialia Inc. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:1133 / 1142
页数:10
相关论文
共 50 条
  • [21] SELF-CONSISTENT DIFFRACTION IN MULTIPERIPHERAL-MODEL .4.
    BALL, JS
    ZACHARIASEN, F
    [J]. NUCLEAR PHYSICS B, 1975, B 85 (02) : 317 - 325
  • [22] A SELF-CONSISTENT ANALYSIS FOR COUPLED ELASTOPLASTIC DAMAGE PROBLEMS
    黄模佳
    扶名福
    [J]. Applied Mathematics and Mechanics(English Edition), 1998, (12) : 0 - 0
  • [23] A self-consistent analysis for coupled elastoplastic damage problems
    Mojia H.
    Mingfu F.
    Bufler H.
    [J]. Applied Mathematics and Mechanics, 1998, 19 (12) : 1217 - 1226
  • [24] Viscoelastic properties of asphalt concrete using micromechanical self-consistent model
    S. Y. Alam
    F. Hammoum
    [J]. Archives of Civil and Mechanical Engineering, 2015, 15 : 272 - 285
  • [25] Viscoelastic properties of asphalt concrete using micromechanical self-consistent model
    Alam, S. Y.
    Hammoum, F.
    [J]. ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2015, 15 (01) : 272 - 285
  • [26] The Role of Intergranular Stresses in Plastic Deformation Studied Using a Diffraction and Self-Consistent Model
    Gadalinska, E.
    Baczmanski, A.
    Wrobel, M.
    Wronski, S.
    Wronski, M.
    Wawszczak, R.
    Braham, C.
    Zhao, Y.
    Le Joncour, L.
    Buslaps, T.
    Scheffzuek, Ch.
    [J]. RESIDUAL STRESSES 2016: ICRS-10, 2017, 2 : 551 - 556
  • [27] A Self-consistent Approach to Neutron Stars
    Rueda, Jorge A.
    Rotondo, M.
    Ruffini, Remo
    Xue, S. -S.
    [J]. JOURNAL OF THE KOREAN PHYSICAL SOCIETY, 2010, 57 (03) : 560 - 562
  • [28] Residual stress fields analysis in rolled Zircaloy-4 plates: Grazing incidence diffraction and elastoplastic self-consistent model
    Gloaguen, D.
    Fajoui, J.
    Girault, B.
    [J]. ACTA MATERIALIA, 2014, 71 : 136 - 144
  • [29] LINEAR SELF-CONSISTENT THEORY OF DIFFRACTION RADIATION
    RADIN, AM
    TRETYAKO.OA
    SHESTOPA.VP
    [J]. SOVIET PHYSICS TECHNICAL PHYSICS-USSR, 1970, 14 (07): : 887 - &
  • [30] SELF-CONSISTENT SOLUTION OF THE REFLECTION DIFFRACTION PROBLEM
    MARKS, LD
    MA, Y
    [J]. ULTRAMICROSCOPY, 1989, 31 (02) : 241 - 244