Finite Element Simulations on Failure Behaviors of Granular Materials with Microstructures Using a Micromechanics-Based Cosserat Elastoplastic Model

被引:1
作者
Xiu, Chenxi [1 ,2 ]
Chu, Xihua [2 ]
机构
[1] Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing 400074, Peoples R China
[2] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China
来源
CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES | 2024年 / 138卷 / 03期
基金
中国国家自然科学基金;
关键词
Granular materials; micromechanics; Cosserat elastoplastic model; microstructures; failure behaviors; STRAIN LOCALIZATION; CONSTITUTIVE MODEL; MECHANICS APPROACH; CONTINUUM; DEFORMATION; RESISTANCE; ANISOTROPY; CONSTANTS;
D O I
10.32604/cmes.2023.030194
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a micromechanics-based Cosserat continuum model for microstructured granular materials. By utilizing this model, the macroscopic constitutive parameters of granular materials with different microstructures are expressed as sums of microstructural information. The microstructures under consideration can be classified into three categories: a medium-dense microstructure, a dense microstructure consisting of one-sized particles, and a dense microstructure consisting of two-sized particles. Subsequently, the Cosserat elastoplastic model, along with its finite element formulation, is derived using the extended Drucker-Prager yield criteria. To investigate failure behaviors, numerical simulations of granular materials with different microstructures are conducted using the ABAQUS User Element (UEL) interface. It demonstrates the capacity of the proposed model to simulate the phenomena of strain-softening and strain localization. The study investigates the influence of microscopic parameters, including contact stiffness parameters and characteristic length, on the failure behaviors of granular materials with microstructures. Additionally, the study examines the mesh independence of the presented model and establishes its relationship with the characteristic length. A comparison is made between finite element simulations and discrete element simulations for a medium-dense microstructure, revealing a good agreement in results during the elastic stage. Some macroscopic parameters describing plasticity are shown to be partially related to microscopic factors such as confining pressure and size of the representative volume element.
引用
收藏
页码:2305 / 2338
页数:34
相关论文
共 35 条
[1]   Change of scale in granular materials [J].
Cambou, B ;
Chaze, M ;
Dedecker, F .
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2000, 19 (06) :999-1014
[2]   Elastic constants for granular materials modeled as first-order strain-gradient continua [J].
Chang, CS ;
Shi, Q ;
Liao, CL .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2003, 40 (21) :5565-5582
[3]   Fracture modeling using a micro-structural mechanics approach - I. Theory and formulation [J].
Chang, CS ;
Wang, TK ;
Sluys, LJ ;
van Mier, JGM .
ENGINEERING FRACTURE MECHANICS, 2002, 69 (17) :1941-1958
[4]   Fracture modeling using a microstructural mechanics approach - II. Finite element analysis [J].
Chang, CS ;
Wang, TK ;
Sluys, LJ ;
van Mier, JGM .
ENGINEERING FRACTURE MECHANICS, 2002, 69 (17) :1959-1976
[5]   THEORETICAL AND EXPERIMENTAL-STUDY OF REGULAR PACKINGS OF GRANULES [J].
CHANG, CS ;
MISRA, A .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1989, 115 (04) :704-720
[6]   MODELING OF DISCRETE GRANULATES AS MICROPOLAR CONTINUA [J].
CHANG, CS ;
MA, L .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1990, 116 (12) :2703-2721
[7]   ELASTIC-MATERIAL CONSTANTS FOR ISOTROPIC GRANULAR SOLIDS WITH PARTICLE ROTATION [J].
CHANG, CS ;
MA, L .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1992, 29 (08) :1001-1018
[8]   The role of non-coaxiality in the simulation of strain localization based on classical and Cosserat continua [J].
Chang, J. ;
Chu, X. ;
Xu, Y. .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2017, 41 (03) :382-399
[9]   A study of non-coaxial effects on strain localization via micropolar plasticity model [J].
Chang, Jiangfang ;
Li, Shaofan ;
Wang, Wei ;
Niu, Qinghe .
ACTA GEOTECHNICA, 2022, 17 (03) :721-739
[10]   Finite-Element Analysis of Failure in Transversely Isotropic Geomaterials [J].
Chang, Jiangfang ;
Chu, Xihua ;
Xu, Yuanjie .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2015, 15 (06)