An evolution law for fabric anisotropy and its application in micromechanical modelling of granular materials

被引:31
|
作者
Zhao, Chao-Fa [1 ]
Kruyt, Niels P. [1 ]
机构
[1] Univ Twente, Dept Mech Engn, POB 217, NL-7500 AE Enschede, Netherlands
基金
欧盟地平线“2020”;
关键词
Granular material; Fabric; Micromechanics; Constitutive modelling; CAPILLARY BRIDGE FORCE; CRITICAL-STATE; CONSTITUTIVE MODEL; ELASTOPLASTIC MODEL; DIRECTIONAL-DATA; SAND; BEHAVIOR; DILATANCY; INHERENT; SURFACE;
D O I
10.1016/j.ijsolstr.2020.04.007
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Micromechanical studies of granular materials have demonstrated the importance of their microstructure to their behaviour. This microstructure is often characterized by fabric tensors. Experimental and computational studies have shown that the fabric can change significantly during deformation. Therefore, the evolution of fabric is important to constitutive modelling. Current fabric evolution laws for granular materials have generally been developed for continuum-mechanical models, and use a loading index multiplier associated with a yield surface. Such evolution laws can not be employed with micromechanical models that do not involve an explicit macro-scale yield surface. This study develops an evolution law for fabric anisotropy, based on observations from experiments and Discrete Element Method simulations from literature. The proposed evolution law considers the effects of inherent anisotropy, void ratio, stress ratio, loading direction and intermediate principal stress ratio. In the critical state, the value of the fabric anisotropy depends only on the Lode angle. The predicted evolution of fabric anisotropy is in good agreement with results of Discrete Element Method simulations, showing both hardening and softening behaviour and describing the influence of the initial void ratio. The proposed evolution law can be embedded into micromechanics-based constitutive relations as well as conventional continuum-mechanical models. As an example, a well-established micromechanical model (in which the fabric is considered as constant) has been extended by accounting for the variations in fabric, in combination with the proposed fabric evolution law. The performance of this enhanced micromechanical model has been demonstrated by a comparison between the predicted behaviour and experimental results from literature for Toyoura sand under various loading conditions. (C) 2020 The Author(s). Published by Elsevier Ltd.
引用
收藏
页码:53 / 66
页数:14
相关论文
共 50 条
  • [1] A micromechanical study on the stress rotation in granular materials due to fabric evolution
    Hosseininia, Ehsan Seyedi
    POWDER TECHNOLOGY, 2015, 283 : 462 - 474
  • [2] Micromechanical modelling for granular materials
    Chang, CS
    ENGINEERING MECHANICS: PROCEEDINGS OF THE 11TH CONFERENCE, VOLS 1 AND 2, 1996, : 551 - 554
  • [3] Micromechanical study of fabric evolution in quasi-static deformation of granular materials
    Kruyt, N. P.
    MECHANICS OF MATERIALS, 2012, 44 : 120 - 129
  • [4] Developments in micromechanical modelling of granular materials
    Alonso-Marroquin, Fernando
    Einav, Itai
    Tordesillas, Antoinette
    GRANULAR MATTER, 2011, 13 (03) : 183 - 185
  • [5] Micromechanical Modeling for Inherent Anisotropy in Granular Materials
    Chang, Ching S.
    Yin, Zhen-Yu
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2010, 136 (07): : 830 - 839
  • [6] Quantifying and modelling fabric anisotropy of granular soils
    Yang, Z. X.
    Li, X. S.
    Yang, J.
    GEOTECHNIQUE, 2008, 58 (04): : 237 - 248
  • [7] Modelling Fabric Evolution of Granular Materials Along Proportional Strain Paths
    Shi, Jinshan
    Guo, Peijun
    BIFURCATION AND DEGRADATION OF GEOMATERIALS WITH ENGINEERING APPLICATIONS, 2017, : 373 - 379
  • [8] Micromechanical modelling of granular materials and FEM simulations
    Amoddeo, Antonino
    Giovine, Pasquale
    MECCANICA, 2019, 54 (4-5) : 609 - 630
  • [9] Micromechanical modelling of granular materials and FEM simulations
    Antonino Amoddeo
    Pasquale Giovine
    Meccanica, 2019, 54 : 609 - 630
  • [10] Limitations and perspectives of the micromechanical modelling of granular materials
    Calvetti, F
    MATHEMATICAL AND COMPUTER MODELLING, 2003, 37 (5-6) : 485 - 495