Micropolar hypoplasticity modeling of localized deformation in mixtures of face mask chips and sand

被引:0
作者
He, Yu-Qi [1 ,2 ]
Yin, Zhen-Yu [1 ,2 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong 999077, Peoples R China
[2] Hong Kong Polytech Univ, Res Ctr Nat based Urban Infrastructure Solut, Hong Kong 999077, Peoples R China
关键词
Soil reinforcement; Hypoplasticity; Shear band; Finite element method; Micropolar theory; SHEAR-BAND FORMATION; STRAIN LOCALIZATION; NUMERICAL-SIMULATION; CONSTITUTIVE MODEL; FIBER; SOIL; IMPLEMENTATION; BEHAVIOR; FAILURE;
D O I
10.1016/j.compgeo.2025.107173
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents a novel micropolar-based hypoplastic model to reproduce the stress-strain relationship of face mask chips-sand mixtures (MSMs) and their localized deformation. Based on a critical state hypoplastic model, a non-polar hypoplastic model for MSMs is first developed with modifications and new features: (1) the cohesion induced by face mask chips is considered by introducing an additional stress tensor into the Cauchy stress tensor; (2) the initial stiffness variation in MSMs is described with a modified tangential modulus; and (3) the effective skeleton void ratio concept is introduced to capture the initial and critical void ratio variations in MSMs. The model is then extended to its micropolar terms by incorporating the micropolar theory, which includes an internal length parameter and a couple stress induced by particle rotation, with the advantage of overcoming the mesh dependency problem in the conventional finite element method (FEM) based simulations. Moreover, the new micropolar hypoplastic formulations are implemented into a FEM code. The onset and evolution of shear bands in MSMs are investigated by simulating a series of biaxial tests on both pure sand and MSMs. Numerical results are also compared to experimental observations, demonstrating that the developed micropolar hypoplastic model can adeptly capture the shear band propagation in MSMs and their mechanical responses.
引用
收藏
页数:15
相关论文
共 52 条
  • [1] Shear band formation in plane strain experiments of sand
    Alshibli, KA
    Sture, S
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (06) : 495 - 503
  • [2] Micro Shear Bands: Precursor for Strain Localization in Sheared Granular Materials
    Amirrahmat, Siavash
    Druckrey, Andrew M.
    Alshibli, Khalid A.
    Al-Raoush, Riyadh I.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2019, 145 (02)
  • [3] PLASTIC-DEFORMATION AND FAILURE IN GRANULAR MEDIA
    ARTHUR, JRF
    DUNSTAN, T
    ALANI, QAJL
    ASSADI, A
    [J]. GEOTECHNIQUE, 1977, 27 (01): : 53 - 74
  • [4] Numerical simulation of the effect of grain fragmentation on the evolution of microstructure quantities
    Bauer, Erich
    Safikhani, Saeed
    Li, Linke
    [J]. MECCANICA, 2019, 54 (4-5) : 631 - 642
  • [5] FE modeling of strain localization in soft rock
    Borja, RI
    Regueiro, RA
    Lai, TY
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (04) : 335 - 343
  • [6] Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions
    Correia, N. S.
    Rocha, S. A.
    Lodi, P. C.
    McCartney, J. S.
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2021, 49 (05) : 1419 - 1426
  • [7] Cosserat F., 1909, Theorie des corps deformables
  • [8] Effect of carbon fiber and nanosilica on shear properties of silty soil and the mechanisms
    Cui, Hongzhi
    Jin, Zhiyang
    Bao, Xiaohua
    Tang, Waiching
    Dong, Biqin
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2018, 189 : 286 - 295
  • [9] Fibre reinforced sands: from experiments to modelling and beyond
    Diambra, A.
    Ibraim, E.
    Russell, A. R.
    Wood, D. Muir
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2013, 37 (15) : 2427 - 2455
  • [10] Fibre reinforced sands: Experiments and modelling
    Diambra, A.
    Ibraim, E.
    Wood, D. Muir
    Russell, A. R.
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2010, 28 (03) : 238 - 250