Shear modulus and reversible particle trajectories of frictional granular materials under oscillatory shear

被引:5
|
作者
Otsuki, Michio [1 ]
Hayakawa, Hisao [2 ]
机构
[1] Osaka Univ, Grad Sch Engn Sci, Toyonaka, Osaka 5608531, Japan
[2] Kyoto Univ, Yukawa Inst Theoret Phys, Sakyo Ku, Kyoto 6068502, Japan
来源
EUROPEAN PHYSICAL JOURNAL E | 2021年 / 44卷 / 05期
关键词
DISCONTINUOUS SHEAR; JAMMED SOLIDS; TRANSITION;
D O I
10.1140/epje/s10189-021-00075-0
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
In this study, we numerically investigated the mechanical responses and trajectories of frictional granular particles under oscillatory shear in the reversible phase where particle trajectories form closed loops below the yielding point. When the friction coefficient is small, the storage modulus exhibits softening, and the loss modulus remains finite in the quasi-static limit. As the friction coefficient increases, the softening and residual loss modulus are suppressed. The storage and loss moduli satisfy scaling laws if they are plotted as functions of the areas of the loop trajectories divided by the strain amplitude and diameter of grains, at least for small values of the areas. Graphic abstract
引用
收藏
页数:7
相关论文
共 50 条
  • [41] SHEAR MODULUS OF TRANSVERSELY ISOTROPIC MATERIALS
    张建平
    [J]. Applied Mathematics and Mechanics(English Edition), 1983, (03) : 303 - 310
  • [42] The Influence of Void Ratio on Small Strain Shear Modulus of Granular Materials: A Micromechanical Perspective
    Xu, Xiaomin
    Cheng, Yipik
    Ling, Dongsheng
    [J]. POWDERS AND GRAINS 2013, 2013, 1542 : 201 - 204
  • [43] Influence of non-plastic fines content on maximum shear modulus of granular materials
    Goudarzy, Meisam
    Rahman, Md. Mizanur
    Koenig, Diethard
    Schanz, Tom
    [J]. SOILS AND FOUNDATIONS, 2016, 56 (06) : 973 - 983
  • [44] Evaluation of Shear Modulus and Damping Ratio of Granular Materials Using Discrete Element Approach
    Sitharam T.G.
    Vinod J.S.
    [J]. Geotechnical and Geological Engineering, 2010, 28 (05) : 591 - 601
  • [45] A modified dynamic shear modulus model for rockfill materials under a wide range of shear strain amplitudes
    Zhou, Wei
    Chen, Yuan
    Ma, Gang
    Yang, Lifu
    Chang, Xiaolin
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 92 : 229 - 238
  • [46] Softening and Residual Loss Modulus of Jammed Grains under Oscillatory Shear in an Absorbing State
    Otsuki, Michio
    Hayakawa, Hisao
    [J]. PHYSICAL REVIEW LETTERS, 2022, 128 (20)
  • [47] Resonant alignment of microswimmer trajectories in oscillatory shear flows
    Hope, Alexander
    Croze, Ottavio A.
    Poon, Wilson C. K.
    Bees, Martin A.
    Haw, Mark D.
    [J]. PHYSICAL REVIEW FLUIDS, 2016, 1 (05):
  • [48] Model for dynamic shear modulus and damping for granular soils
    Assimaki, D
    Kausel, E
    Whittle, A
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (10) : 859 - 869
  • [49] Effect of gradation on shear characteristics of granular materials under one-way repeated direct shear and simple shear loadings
    Sung-Sik Park
    Tan-No Nguyen
    Hong Duk Moon
    Sueng-Won Jeong
    [J]. Geosciences Journal, 2023, 27 : 613 - 627
  • [50] Shear Banding of Soft Glassy Materials in Large Amplitude Oscillatory Shear
    Radhakrishnan, Rangarajan
    Fielding, Suzanne M.
    [J]. PHYSICAL REVIEW LETTERS, 2016, 117 (18)