Calibration of the parameters for a hardening-softening constitutive model using genetic algorithms

被引:43
|
作者
Rokonuzzaman, Md. [1 ]
Sakai, Toshinori [1 ]
机构
[1] Mie Univ, Dept Environm Sci & Technol, Grad Sch Bioresources, Tsu, Mie 514, Japan
关键词
Calibration; Traditional method; Micro-GAs; Hardening-softening model; Triaxial compression;
D O I
10.1016/j.compgeo.2010.02.007
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The present paper introduces a genetic algorithm-based optimization technique to calibrate a nonlinear strain hardening-softening constitutive model for soils using five material parameters. The efficiency of the proposed technique is analyzed through the use of different GA techniques. The effects of elitism, crossover, and mutation, as well as population size, on the performance of the conventional GAs for this problem are investigated. Micro-genetic algorithms (mGAs) are chosen and tested for different population sizes. The mGAs with a population size of five yields the optimal parameter values after fewer function evaluations and capture the overall simulated or experimental behavior at every point in stress-strain and strain paths in triaxial compression. The proposed calibration technique is validated through comparison with the traditional calibration technique. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:573 / 579
页数:7
相关论文
共 50 条
  • [21] Constitutive Model and Micro Hardening and Softening Mechanism for Nonoriented Electrical Steel
    C. Liu
    A. R. He
    Y. Qiang
    D. F. Guo
    J. Shao
    Physics of Metals and Metallography, 2019, 120 : 69 - 77
  • [22] Constitutive Model and Micro Hardening and Softening Mechanism for Nonoriented Electrical Steel
    Liu, C.
    He, A. R.
    Qiang, Y.
    Guo, D. F.
    Shao, J.
    PHYSICS OF METALS AND METALLOGRAPHY, 2019, 120 (01): : 69 - 77
  • [23] Robust HPGR model calibration using genetic algorithms
    Hasanzadeh, V.
    Farzanegan, A.
    MINERALS ENGINEERING, 2011, 24 (05) : 424 - 432
  • [24] Calibration of strain-softening constitutive model parameters from full-field deformation measurements
    Singha, Vikram
    Stanier, Sam
    Bienen, Britta
    Randolpha, Mark F.
    CANADIAN GEOTECHNICAL JOURNAL, 2023, 60 (06) : 817 - 833
  • [25] Using genetic algorithms to optimise model parameters
    Wang, QJ
    ENVIRONMENTAL MODELLING & SOFTWARE, 1997, 12 (01) : 27 - 34
  • [26] A unified thermal-hardening and thermal-softening constitutive model of soils
    Xiong, Yong-lin
    Yang, Qi-lai
    Sang, Qin-yang
    Zhu, Yao-hong
    Zhang, Sheng
    Zheng, Rong-yue
    APPLIED MATHEMATICAL MODELLING, 2019, 74 : 73 - 84
  • [27] A 3D unified hardening/softening elastoplastic constitutive model for concrete
    Lu D.
    Wang G.
    Du X.
    Zhongguo Kexue Jishu Kexue/Scientia Sinica Technologica, 2016, 46 (08): : 815 - 828
  • [28] Softening/hardening constitutive model for soil-structure interface and numerical implementation
    Lu D.-C.
    Luo L.
    Wang X.
    Du X.-L.
    Du, Xiu-Li (duxiuli@bjut.edu.cn), 1600, Tsinghua University (34): : 41 - 50
  • [29] Strain softening and hardening damage constitutive model for rock considering effect of volume change and its parameters determination method
    Cao Wen-gui
    Zhao Heng
    Zhang Yong-jie
    Zhang Ling
    ROCK AND SOIL MECHANICS, 2011, 32 (03) : 647 - 654
  • [30] Sampling design for network model calibration using genetic algorithms
    Meier, RW
    Barkdoll, BD
    JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 2000, 126 (04): : 245 - 250