An elastoplastic constitutive model considering local damage mechanism for granular materials

被引:0
|
作者
WANG Xiaochan [1 ]
ZHI Bin [2 ]
LIU Enlong [3 ,4 ]
WANG Pan [2 ]
LAN Hengxing [1 ]
机构
[1] School of Geological Engineering and Geomatics, Chang'an University
[2] School of Architecture and Civil Engineering, Xi'an University of Science and Technology
[3] State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University
[4] College of water Resources and Hydropower, Sichuan
关键词
D O I
暂无
中图分类号
TV641 [土石坝(当地材料坝、填筑坝)];
学科分类号
摘要
Particle shape and local breakage significantly affect the deformation characteristics of crushable granular materials. However, in the existing constitutive model research, there is less introduction of particle shape on particle breakage. A quantitative parameter for the three-dimensional particle shape(Average spherical modulus ■) is proposed in this study. Combined with ■, the triaxial compression test of granular materials with different particle shapes was carried out, and the particle size distribution before and after the test was determined. The results indicate that the local damage mechanism governs the macroscopic deformation behavior of granular materials, as influenced by the particle gradation of the samples before and after the triaxial compression test. Based on these findings, a binary medium model with a friction element weakening factor is proposed. This model incorporates the effects of particle shape and breakage behavior, significantly enhancing its calculation accuracy. Experimental results demonstrate that the model effectively predicts the deformation of crushable granular materials, accounting for particle shape.
引用
收藏
页码:1274 / 1288
页数:15
相关论文
共 50 条
  • [1] An elastoplastic constitutive model considering local damage mechanism for granular materials
    Xiaochan Wang
    Bin Zhi
    Enlong Liu
    Pan Wang
    Hengxing Lan
    Journal of Mountain Science, 2025, 22 (4) : 1274 - 1288
  • [2] Elastoplastic Constitutive Model for Rockfill Materials Considering Particle Breakage
    Xiao, Yang
    Liu, Hanlong
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 17 (01) : 1 - 13
  • [3] A constitutive model for granular materials considering grain breakage
    DANO Christophe
    Science China(Technological Sciences), 2011, (08) : 2188 - 2196
  • [4] A constitutive model for granular materials considering grain breakage
    DANO Christophe
    Science China(Technological Sciences), 2011, 54 (08) : 2188 - 2196
  • [5] A constitutive model for granular materials considering grain breakage
    Wei Hu
    ZhenYu Yin
    Christophe Dano
    Pierre-Yves Hicher
    Science China Technological Sciences, 2011, 54 : 2188 - 2196
  • [6] A constitutive model for granular materials considering grain breakage
    Hu Wei
    Yin ZhenYu
    Dano Christophe
    Hicher Pierre-Yves
    SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2011, 54 (08) : 2188 - 2196
  • [7] A Simple Elastoplastic Damage Constitutive Model of Porous Rock Materials
    Chao, Chen
    Yajun, Cao
    Yanli, Jin
    Xuelei, Duan
    Shifan, Liu
    Kuan, Zhang
    FRONTIERS IN PHYSICS, 2022, 10
  • [8] An elastoplastic damage constitutive model for salt rock considering confining pressure effect
    Jia Shan-po
    Luo Jin-ze
    Yang Jian-ping
    Gao Min
    Gong Jun
    ROCK AND SOIL MECHANICS, 2015, 36 (06) : 1549 - +
  • [9] Elastoplastic damage incremental constitutive model of rock considering the characteristics of void compaction
    Chen H.
    Zhao C.
    Zhang R.
    Pan H.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2023, 42 (12): : 3043 - 3055
  • [10] An elastoplastic damage constitutive model for concrete
    Jun Liu
    Gao Lin
    Hong Zhong
    China Ocean Engineering, 2013, 27 : 169 - 182