A method for the simultaneous derivation of tensile and compressive behaviour of materials under Bauschinger effect using bend tests

被引:7
|
作者
Urriolagoitia-Sosa, G. [1 ]
Durodola, J. F. [1 ]
Lopez-Castro, A. [1 ]
Fellows, N. A. [1 ]
机构
[1] Oxford Brookes Univ, Dept Mech Engn, Sch Technol, Oxford OX3 0BP, England
关键词
Bauschinger effect; strain hardening; stress-strain behaviour; bend tests;
D O I
10.1243/09544062JMES180
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Some materials exhibit Bauschinger effect as a consequence of strain hardening. The effect leads to asymmetric tensile and compressive stress-strain behaviour. If the hardening behaviour in either tension or compression is known, combined isotropic /kinematic hardening rules can be used to estimate the hardening behaviour in the other. These rules are, however, only approximate empirical relationships that are derived from the analysis of separate tensile and compressive test results. This article presents a method for the simultaneous derivation of tensile and compressive stress-strain behaviour from bending tests only. The information required is strains at the top and bottom surfaces of beams and moment as load is incrementally applied. The derivation of the method is based on the application of tensile and moment equilibrium conditions. The proposed method is tested on theoretical data obtained from finite-element analysis and as well as on data from actual experimental testing. The agreement between the results obtained is very good.
引用
收藏
页码:1509 / 1518
页数:10
相关论文
共 22 条
  • [21] Observation of notch effect in Al6061-T6 specimens under tensile loading using digital image correlation and finite element method
    Liang Wang
    Jung-Hoon Park
    Nak-Sam Choi
    Journal of Mechanical Science and Technology, 2020, 34 : 1049 - 1058
  • [22] Spatial size effect study of broken-expansion mass using rock-like materials under the 110/N00 mining method
    Guo, Pengfei
    Zhao, Yongxu
    Zhang, Xingyu
    Deng, Shiwei
    Zhang, Xiaoyun
    Zhang, Haijiang
    Li, Zhikang
    He, Manchao
    GEOMECHANICS AND ENGINEERING, 2024, 39 (05) : 441 - 453