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

被引:2
|
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 50 条
  • [21] Dynamic damage behavior and anisotropic mechanism of 3D printed reinforced concrete subjected to penetration
    Du, Longyu
    Zhou, Jiehang
    Lai, Jianzhong
    Yin, Xuexiang
    Yang, Mingyu
    Chen, Tianxiang
    Guo, Xun
    Xiang, Bin
    Zhao, Xinzhen
    CONSTRUCTION AND BUILDING MATERIALS, 2025, 458
  • [22] Experimental Investigation of Dynamic Fracture Patterns of 3D Printed Rock-like Material Under Impact with Digital Image Correlation
    Sharafisafa, Mansour
    Shen, Luming
    ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (08) : 3589 - 3607
  • [23] Experimental Investigation of Dynamic Fracture Patterns of 3D Printed Rock-like Material Under Impact with Digital Image Correlation
    Mansour Sharafisafa
    Luming Shen
    Rock Mechanics and Rock Engineering, 2020, 53 : 3589 - 3607
  • [24] Study on single crack propagation and damage evolution mechanism of rock-like materials under uniaxial compression
    Zhao C.
    Liu F.
    Tian J.
    Matsuda H.
    Morita C.
    2016, Academia Sinica (35): : 3626 - 3632
  • [25] Shear behaviour of 3D nonpersistent jointed rock-like specimens: Experiment and numerical simulation
    Cao, Ri-hong
    Yao, Rubing
    Lin, Hang
    Lin, Qi-bin
    Meng, Qingbing
    Li, Tianbin
    COMPUTERS AND GEOTECHNICS, 2022, 148
  • [26] A Dynamic Damage Constitutive Model of Rock-like Materials Based on Elastic Tensile Strain
    Zou, Xuan
    Xiong, Yibo
    Wang, Leiyuan
    Zhou, You
    Wang, Wanpeng
    Zhong, Fangping
    APPLIED SCIENCES-BASEL, 2024, 14 (16):
  • [27] Experimental and Numerical Study of Failure Behavior and Energy Mechanics of Rock-Like Materials Containing Multiple Joints
    Cao, Ri-hong
    Lin, Hang
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2017, 2017
  • [28] Experimental study and particle flow modeling on 3D cracking behavior of rock-like samples with an embedded flaw
    Zhao, Yu
    Quan, Daguo
    Wang, Chaolin
    Teng, Mingyang
    Bi, Jing
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 26 (14) : 6897 - 6913
  • [29] Shear Failure Mechanism and Numerical Simulation Analysis of Rock-like Materials with an Embedded Flaw
    Teng, Mingyang
    Li, Jiashen
    Lian, Shuailong
    Bi, Jing
    Wang, Chaolin
    MACHINES, 2022, 10 (05)
  • [30] A Dynamic Coupled Elastoplastic Damage Model for Rock-like Materials Considering Tension-Compression Damage and Pressure-Dependent Behavior
    Hu, Xuelong
    Zhang, Ming
    Xu, Wenyao
    Tu, Min
    Yin, Zhiqiang
    Zhang, Xiangyang
    MINERALS, 2022, 12 (07)