A creep constitutive model for salt rock based on fractional derivatives

被引:375
|
作者
Zhou, H. W. [1 ]
Wang, C. P. [1 ]
Han, B. B. [1 ]
Duan, Z. Q. [1 ]
机构
[1] China Univ Min & Technol, State Key Lab Coal Resources & Safe Min, Beijing 100083, Peoples R China
关键词
Salt rock; Creep constitutive model; Time-based fractional derivative; Nishihara model; Parameter fit analysis; CALCULUS; RELAXATION; BEHAVIOR; STRESS;
D O I
10.1016/j.ijrmms.2010.11.004
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
By replacing a Newtonian dashpot in the classical Nishihara model with the fractional derivative Abel dashpot, a new creep constitutive model is proposed on the basis of time-based fractional derivative. The analytic solution for the fractional derivative time-dependent constitutive model is given. The parameters of the fractional derivative model and the Nishihara model are determined by fitting to existing experimental results of time-dependent deformation of salt rock. The results estimated by the fractional derivative model proposed in the paper are in better agreement with the experimental data than the results estimated by the Nishihara model. A sensitivity study for the analytic solution of the time-based fractional derivative model is carried out, showing the effects of fractional derivative order and stress level on creep strain of salt rock. It is shown that the time-based fractional derivative model can be simplified to the Nishihara model for the special case of fractional derivative order equal to 1.0 (C) Elsevier Ltd. All rights reserved.
引用
收藏
页码:116 / 121
页数:6
相关论文
共 50 条
  • [21] Creep constitutive model for damaged soft rock based on fractional-order nonlinear theory
    Bao, Min
    Zhou, Zihan
    Chen, Zhonghui
    Zhang, Lingfei
    JOURNAL OF MOUNTAIN SCIENCE, 2025,
  • [22] Creep constitutive model for salt rock considering loading and unloading path based on state variables
    Fan, Jinyang
    Yang, Fan
    Li, Zongze
    Zou, Yang
    Chen, Jie
    Jiang, Deyi
    Nelias, Daniel
    GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2025, 11 (01)
  • [23] An improved Maxwell creep model for rock based on variable-order fractional derivatives
    Wu, Fei
    Liu, Jian Feng
    Wang, Jun
    ENVIRONMENTAL EARTH SCIENCES, 2015, 73 (11) : 6965 - 6971
  • [24] An improved Maxwell creep model for rock based on variable-order fractional derivatives
    Fei Wu
    Jian Feng Liu
    Jun Wang
    Environmental Earth Sciences, 2015, 73 : 6965 - 6971
  • [25] Creep properties and damage constitutive model of salt rock under uniaxial compression
    Wang, Junbao
    Zhang, Qiang
    Song, Zhanping
    Zhang, Yuwei
    INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2020, 29 (06) : 902 - 922
  • [26] Nonlinear creep damage constitutive model of rock salt and its application to engineering
    Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2007, 3 (467-472):
  • [27] An improved constitutive model for rock creep
    Kang Yong-gang
    Zhang Xiu-e
    ROCK AND SOIL MECHANICS, 2014, 35 (04) : 1049 - 1055
  • [28] Viscoelastic-plastic damage creep model for salt rock based on fractional derivative theory
    Wu, Fei
    Zhang, Hao
    Zou, Quanle
    Li, Cunbao
    Chen, Jie
    Gao, Renbo
    MECHANICS OF MATERIALS, 2020, 150
  • [29] An improved constitutive model for rock creep
    Kang, Yong-Gang
    Zhang, Xiu-E
    Yantu Lixue/Rock and Soil Mechanics, 2014, 35 (04): : 1049 - 1055
  • [30] Study on creep characteristics and constitutive relation of rock salt
    Key Laboratory of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
    不详
    Rock Soil Mech, 2006, 8 (1267-1271):