An elasto-plastic damage constitutive model with double yield surfaces for saturated soft rock

被引:67
|
作者
Zhou, C. Y. [1 ]
Zhu, F. X. [1 ]
机构
[1] Sun Yat Sen Univ, Sch Engn Geotech Engn & Informat Technol, Guangzhou 510275, Guangdong, Peoples R China
关键词
Plastic deformation mechanism; Elasto-plastic damage constitutive model; Double yield surfaces; Saturated soft rock; VOID NUCLEATION; POROUS SOLIDS; COMPACTION; CLAY; MUDSTONES; BEHAVIOR; GROWTH;
D O I
10.1016/j.ijrmms.2010.01.002
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An elasto-plastic damage constitutive model with double yield surfaces is developed based on irreversible thermodynamics theory and damage mechanics theory. Two kinds of plastic deformation mechanisms, including plastic friction and plastic pore deformation mechanisms, are considered. The plastic friction yield criterion is established by a parabolic open function that incorporates the volumetric deformation effect, and the motion of yield function in stress space is governed by its center position and rotation hardening rule. Meanwhile, a plastic pore yield criterion is established by adopting Gurson's criterion using the proposed friction yield model to determine the matrix deformation of porous materials. A damage variable is defined to describe the development of various microscopic defects. Comparisons between numerical predictions and experimental data of triaxial compression tests are presented with various confining pressure conditions to verify the rationality of the proposed model. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:385 / 395
页数:11
相关论文
共 50 条
  • [41] An elasto-plastic double-hardening constitutive model for Shanghai fine sand based on modified plastic work
    Peng F.
    Bai X.
    Li F.
    Lei L.
    Tongji Daxue Xuebao/Journal of Tongji University, 2010, 38 (11): : 1561 - 1567
  • [42] An Elasto-Plastic Constitutive Model for Rock Joints Under Cyclic Loading and Constant Normal Stiffness Conditions
    Nemcik J.
    Mirzaghorbanali A.
    Aziz N.
    Mirzaghorbanali, A. (am001@uowmail.edu.au), 1600, Kluwer Academic Publishers (32): : 321 - 335
  • [43] Elasto-plastic Constitutive Models of Soils.
    Nova, Roberto
    Rivista Italiana di Geotecnica, 1981, (02): : 78 - 97
  • [44] Elasto-plastic contact of rough surfaces
    Willner, K
    CONTACT MECHANICS III, 1997, : 13 - 22
  • [45] Elasto-plastic constitutive modeling for granular materials
    彭芳乐
    李建中
    Journal of Central South University of Technology(English Edition), 2004, (04) : 440 - 444
  • [46] Elasto-plastic constitutive modeling for granular materials
    Fang-le Peng
    Jian-zhong Li
    Journal of Central South University of Technology, 2004, 11 : 440 - 444
  • [47] Elasto-plastic constitutive modeling for granular materials
    Peng, FL
    Li, JZ
    JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY, 2004, 11 (04): : 440 - 444
  • [48] Rough surfaces and elasto-plastic contacts
    Zahouani, H
    Sidoroff, F
    COMPTES RENDUS DE L ACADEMIE DES SCIENCES SERIE IV PHYSIQUE ASTROPHYSIQUE, 2001, 2 (05): : 709 - 715
  • [49] Elasto-plastic contact of rough surfaces
    Liu, G
    Zhu, J
    Yu, L
    Wang, QJ
    TRIBOLOGY TRANSACTIONS, 2001, 44 (03) : 437 - 443
  • [50] Elasto-plastic damage-theories and elasto-plastic fracturing-theories -: a comparison
    Krätzig, WB
    Pölling, R
    COMPUTATIONAL MATERIALS SCIENCE, 1998, 13 (1-3) : 117 - 131