A New Failure Criterion for Anisotropic Rocks and Geomaterials

被引：0
|
作者：
Wan, Z. [1 ,2 ]
Liu, Y. Y. [1 ,2 ]
机构：
[1] North China Inst Sci & Technol, Langfang, Hebei, Peoples R China
[2] Hebei Key Lab Civil Engn Catastrophe Control & Dis, Langfang, Hebei, Peoples R China
来源：
STRENGTH OF MATERIALS | 2024年 / 56卷 / 05期
基金：
中国国家自然科学基金;
关键词：
failure; deformation; fabric tensor; native anisotropy; stress-strain relationship; UH MODEL;
D O I：
10.1007/s11223-024-00711-y
中图分类号：
TB3 [工程材料学];
学科分类号：
0805 ; 080502 ;
摘要：
This paper presents a mathematical description of the failure law of anisotropic properties from the following three aspects. Firstly, a generalized nonlinear failure criterion, revision Matsuoka-Nakai-Lade-Duncan (RMNLD) criterion, is proposed, which can describe a series of failure curves via von Mises and spatial mobilized plane (SMP) criterion on the partial plane. Secondly, a new stress tensor with a fabric tensor is proposed to describe the particle arrangement characteristics of rock or soil materials in 3D space, and it can be adapted to express the anisotropic RMNLD. Finally, the mapping relationship from anisotropic RMNLD to isotropic von Mises criterion was established on the deviatoric plane. The validity and feasibility of the proposed anisotropic RMNLD criterion and stress transformation method are experimentally verified.
引用
收藏
页码：1019 / 1028
页数：10
相关论文
共 50 条
  • [31] PREDICTION OF TRIAXIAL COMPRESSIVE STRENGTH OF GEOMATERIALS BASED ON A FAILURE CRITERION
    Bineshian, Hossein
    Bineshian, Zahra
    PROCEEDINGS OF THE ASME 31ST INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2012, VOL 4, 2012, : 21 - 26
  • [32] An appraisal and modification of Ramamurthy criterion on anisotropic rocks
    Ghazvinian, A.
    Hadei, M. R.
    Nejati, H. R.
    Sarfarazi, V.
    HARMONISING ROCK ENGINEERING AND THE ENVIRONMENT, 2012, : 609 - 612
  • [33] A failure criterion for transversely isotropic rocks
    Tien, YM
    Kuo, MC
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2001, 38 (03) : 399 - 412
  • [34] An Empirical Failure Criterion for Intact Rocks
    Peng, Jun
    Rong, Guan
    Cai, Ming
    Wang, Xiaojiang
    Zhou, Chuangbing
    ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (02) : 347 - 356
  • [35] A new Hoek-Brown-Matsuoka-Nakai failure criterion for rocks
    da Silva, M. Vicente
    Antao, A. N.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 172
  • [36] Critical Plane Approach to Analysis of Failure Criteria for Anisotropic Geomaterials
    Mroz, Zenon
    Maciejewski, Jan
    BIFURCATIONS, INSTABILITIES AND DEGRADATIONS IN GEOMATERIALS, 2011, : 69 - +
  • [37] A micromechanically-based approach to failure strength for anisotropic geomaterials
    Qian, Jiangu
    Huang, Maosong
    GEOMECHANICS AND GEOTECHNICS: FROM MICRO TO MACRO, VOLS 1 AND 2, 2011, : 461 - 466
  • [38] An Anisotropic Failure Criterion for Cross-anisotropic Soils
    Wang, Hailin
    Sun, Hong
    Ge, Xiurun
    Niu, Fujun
    KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 27 (09) : 3808 - 3823
  • [39] An Anisotropic Failure Criterion for Cross-anisotropic Soils
    Hailin Wang
    Hong Sun
    Xiurun Ge
    Fujun Niu
    KSCE Journal of Civil Engineering, 2023, 27 : 3808 - 3823
  • [40] PHENOMENOLOGICAL ANISOTROPIC FAILURE CRITERION.
    Wu, Edward M.
    Composite Materials, 1974, v : 353 - 431
12345