ANALYSIS OF THE INVERSE SWIFT EFFECT USING A RATE-SENSITIVE POLYCRYSTAL MODEL

被引:24
|
作者
VANDERGIESSEN, E [1 ]
NEALE, KW [1 ]
机构
[1] UNIV SHERBROOKE,FAC SCI APPL,SHERBROOKE J1K 2R1,QUEBEC,CANADA
基金
加拿大自然科学与工程研究理事会;
关键词
D O I
10.1016/0045-7825(93)90050-8
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Complementary to the Swift effect, namely the elongation of specimens during large strain elastic-plastic torsion with free ends, the inverse Swift effect refers to the free twisting of specimens during uniaxial tension after a previous large strain twisting history. In this paper, this intriguing phenomenon in solid cylindrical bars or wires is studied numerically using special purpose finite elements that allow for an accurate and efficient analysis of large strain torsion and simultaneous tension problems. The constitutive model used is a micromechanics polycrystal model based on a large strain crystal plasticity model accounting for rate-sensitive crystallographic slip in face-centered cubic crystals. The description of crystallographic texture development during all stages of the deformation process is inherent in the model. The influence of the material strain-rate sensitivity on the inverse Swift effect is investigated for varying amounts of shear strain imposed during pre-twisting. The simulations are compared with experimental results for copper wires reported in the literature. The marked sensitivity to initial textures as well as a number of constitutive assumptions are discussed in connection with the observed differences between theoretical predictions and experimental observations.
引用
收藏
页码:291 / 313
页数:23
相关论文
共 50 条
  • [1] Evaluation of a rate-sensitive material model for concrete
    Kang, HD
    Willam, KJ
    Xi, YP
    STRUCTURAL ENGINEERING IN THE 21ST CENTURY, 1999, : 215 - 218
  • [2] PREDICTIONS OF FORMING LIMIT DIAGRAMS USING A RATE-SENSITIVE CRYSTAL PLASTICITY MODEL
    ZHOU, Y
    NEALE, KW
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1995, 37 (01) : 1 - 20
  • [3] Rate-sensitive analysis of framed structures .1. Model formulation and verification
    Izzuddin, BA
    Fang, Q
    STRUCTURAL ENGINEERING AND MECHANICS, 1997, 5 (03) : 221 - 237
  • [4] Rate-sensitive micromechanical damage model for brittle solid
    Chandra, D
    Krauthammer, T
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1996, 122 (05): : 412 - 422
  • [5] Strain rate-sensitive analysis for grinding damage of brittle materials
    Wu, Chongjun
    Li, Beizhi
    Liu, Yao
    Pang, Jingzhu
    Liang, Steven Y.
    International Journal of Advanced Manufacturing Technology, 2017, 89 (5-8): : 2221 - 2229
  • [6] Strain rate-sensitive analysis for grinding damage of brittle materials
    Wu, Chongjun
    Li, Beizhi
    Liu, Yao
    Pang, Jingzhu
    Liang, Steven Y.
    INTERNATIONAL JOURNAL OF ADVANCED MANUFACTURING TECHNOLOGY, 2017, 89 (5-8): : 2221 - 2229
  • [7] Strain rate-sensitive analysis for grinding damage of brittle materials
    Chongjun Wu
    Beizhi Li
    Yao Liu
    Jingzhu Pang
    Steven Y. Liang
    The International Journal of Advanced Manufacturing Technology, 2017, 89 : 2221 - 2229
  • [8] EFFECT OF LOADING RATE AND TEMPERATURE ON THE INITIATION OF FRACTURE IN A MILD, RATE-SENSITIVE STEEL
    COSTIN, LS
    DUFFY, J
    JOURNAL OF ENGINEERING MATERIALS AND TECHNOLOGY-TRANSACTIONS OF THE ASME, 1979, 101 (03): : 258 - 264
  • [9] Combined effect of PVDs and reinforcement on embankments over rate-sensitive soils
    Rowe, R. Kerry
    Taechakumthorn, C.
    GEOTEXTILES AND GEOMEMBRANES, 2008, 26 (03) : 239 - 249
  • [10] Effect of initial static load on the rate-sensitive behavior of concrete in compression
    Yan, Dongming
    Lin, Gao
    EXPERIMENTAL MECHANICS IN NANO AND BIOTECHNOLOGY, PTS 1 AND 2, 2006, 326-328 : 1109 - 1112