Numerical study on dynamic behavior and microscopic damage mechanism of 3D printed rock-like materials

被引:3
作者
Wang, Zhiliang [1 ]
Fu, Jingjing [1 ]
Wang, Jianguo [2 ]
Li, Songyu [1 ]
Feng, Chenchen [1 ]
机构
[1] Hefei Univ Technol, Sch Civil Engn, Hefei 230009, Peoples R China
[2] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Peoples R China
基金
中国国家自然科学基金;
关键词
Rock-like materials; 3D-printing; Dynamic characteristics; Coupling simulation; Cracks propagation; BRITTLE; TECHNOLOGY; MODEL;
D O I
10.1016/j.compgeo.2024.106495
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The dynamic mechanical behavior and microscopic damage evolution mechanism of three-dimensional (3D) printed rock-like materials were investigated. First, the sand-powder 3D-printed samples were fabricated and a series of dynamic impact tests were carried out on the samples with five different printing bedding angles. Then, a coupled finite difference method with discrete element method was proposed to reconstruct numerical samples. The microscopic parameters for numerical simulations were obtained by calibrating the stress-stain curves. The influence of bedding spacing and thickness on the samples was analyzed in detail. Finally, the dynamic crack propagation of samples was explored from a microscopic perspective. The test results indicate that there are two classes of mechanical behaviors (i.e., Class I and Class II) in dynamic responses. Dynamic compressive strength positively correlates with strain rate and generally shows a V-shape variation trend with the increase of inclined angle. Numerical simulations found that the dynamic compressive strength and elastic modulus increase with the increase of bedding vertical spacing, but decrease with the increase of bedding thickness. As the strain rises, the number of cracks exhibits an S-shape growth mode, increasing rapidly in the pre-peak stage and slowing down in the post-peak stage.
引用
收藏
页数:14
相关论文
共 45 条
  • [1] Experimental and numerical investigations on crack development in 3D printed rock-like specimens with pre-existing flaws
    Aliabadian, Zeinab
    Sharafisafa, Mansour
    Tahmasebinia, Faham
    Shen, Luming
    [J]. ENGINEERING FRACTURE MECHANICS, 2021, 241
  • [2] Bian K., 2020, Rock Soil Mech., V41, P355
  • [3] Discrete element method modeling of inherently anisotropic rocks under uniaxial compression loading
    Duan, K.
    Kwok, C. Y.
    Pierce, M.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2016, 40 (08) : 1150 - 1183
  • [4] Micromechanical analysis of the failure process of brittle rock
    Duan, K.
    Kwok, C. Y.
    Tham, L. G.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2015, 39 (06) : 618 - 634
  • [5] Identifying crack initiation and propagation thresholds in brittle rock
    Eberhardt, E
    Stead, D
    Stimpson, B
    Read, RS
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1998, 35 (02) : 222 - 233
  • [6] The 3D-Printing Technology of Geological Models Using Rock-Like Materials
    Feng, Xia-Ting
    Gong, Yan-Hua
    Zhou, Yang-Yi
    Li, Zheng-Wei
    Liu, Xu-Feng
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (07) : 2261 - 2277
  • [7] Review of the Validity of the Use of Artificial Specimens for Characterizing the Mechanical Properties of Rocks
    Gell, Eleanor M.
    Walley, Stephen M.
    Braithwaite, Christopher H.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (09) : 2949 - 2961
  • [8] Parametric study of the smooth-joint contact model on the mechanical behavior of jointed rock
    Hu, Wanrui
    Kwok, C. Y.
    Duan, Kang
    Wang, Tao
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018, 42 (02) : 358 - 376
  • [9] Investigation of Dynamic Crack Coalescence Using a Gypsum-Like 3D Printing Material
    Jiang, Chao
    Zhao, Gao-Feng
    Zhu, Jianbo
    Zhao, Yi-Xin
    Shen, Luming
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (10) : 3983 - 3998
  • [10] A Preliminary Study of 3D Printing on Rock Mechanics
    Jiang, Chao
    Zhao, Gao-Feng
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (03) : 1041 - 1050