Development of a GPGPU-parallelized 3-D FDEM with a novel and simple implementation of extrinsic cohesive zone model

被引:6
|
作者
Wu, Di [1 ,2 ,3 ,4 ]
Fukuda, Daisuke [4 ]
Min, Gyeongjo [4 ,5 ]
Li, Haibo [2 ,3 ]
Liu, Hongyuan [6 ]
Ogata, Sho [7 ]
Maeda, Yutaro [8 ]
Zhang, Qianbing [9 ]
机构
[1] Changjiang Inst Survey Planning Design & Res Corp, Wuhan 430010, Peoples R China
[2] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[3] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[4] Hokkaido Univ, Fac Engn, Sapporo, Hokkaido 0608628, Japan
[5] Jeonbuk Natl Univ, Coll Engn, Dept Mineral Resources & Energy Engn, Jeonju Si 54896, South Korea
[6] Univ Tasmania, Coll Sci & Engn, Sch Engn, Hobart, Tas 7001, Australia
[7] Osaka Univ, Ctr Future Innovat, Grad Sch Engn, Suita, Osaka 5650871, Japan
[8] Osaka Univ, Grad Sch Engn, Suita, Osaka 5650871, Japan
[9] Monash Univ, Dept Civil Engn, Melbourne, Vic 3800, Australia
基金
国家重点研发计划;
关键词
3-D FDEM; GPGPU; Extrinsic cohesive zone model (ECZM); Dynamic rock fracture; SHPB; Rock blasting; DISCRETE ELEMENT METHOD; DYNAMIC FRACTURE; FINITE; STRAIN;
D O I
10.1016/j.compgeo.2024.106643
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper proposes a novel and simple master-slave (MS) algorithm to realize the parallelization of the extrinsic cohesive zone model (ECZM) in the 3-dimensional (3-D) combined finite-discrete element method (FDEM) based on the general-purpose graphics processing unit (GPGPU) for simulating dynamic rock fracture. The newly proposed algorithm is superior than the complex adaptive re-meshing algorithm, which has been applied in literature to implement ECZM but has difficulties if not impossible in being parallelized for running on GPGPU. Verifications and validations of the developed 3-D ECZM-based FDEM are then carried out through the simulations of the dynamic tensile and compression strength tests of rocks using the split Hopkinson pressure bar (SHPB) system and the rock blasting tests, which are compared against the experimental observations. It is concluded that the developed 3-D ECZM-based FDEM has the capability of simulating stress wave propagations more smoothly and fracture patterns more consistent with the experimental observations, which may promote further applications of 3-D FDEM to model dynamic rock fracturing.
引用
收藏
页数:22
相关论文
共 11 条
  • [1] Development of a GPGPU-parallelized FDEM based on extrinsic cohesive zone model with master-slave algorithm
    Maeda, Yutaro
    Ogata, Sho
    Fukuda, Daisuke
    Liu, Hongyuan
    Inui, Toru
    COMPUTERS AND GEOTECHNICS, 2024, 166
  • [2] Developing a memory-efficient GPGPU-parallelized contact detection for 3D-scale FDEM simulations
    Lei, Yiming
    Liu, Quansheng
    Liu, He
    COMPUTERS AND GEOTECHNICS, 2025, 179
  • [3] GPGPU-Parallelized Data-Driven Hierarchical Multiscale 3D FDEM for Rock Meso-macro-numerical Simulation
    Zhao, Ruifeng
    Wu, Zhijun
    Xu, Xiangyu
    Li, Mengyi
    Lei, Yiming
    ROCK MECHANICS AND ROCK ENGINEERING, 2025, 58 (02) : 1503 - 1528
  • [4] An enhanced polar-based GPGPU-parallelized contact detection algorithm for 3D FDEM and its application to cracking analysis of shield tunnel segmental linings
    Lei, Yiming
    Yang, Xuhui
    Liu, Quansheng
    Liu, He
    Chu, Zhaofei
    Wen, Jiangtao
    Huang, Yunhui
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2024, 148
  • [5] Implementation of extrinsic cohesive zone model (ECZM) in 2D finite-discrete element method (FDEM) using node binding scheme
    Cai, Weibing
    Gao, Ke
    Ai, Shugang
    Wang, Min
    Feng, Y. T.
    COMPUTERS AND GEOTECHNICS, 2023, 159
  • [6] Development of a numerical simulator for 3-D dynamic fracture process analysis of rocks based on hybrid FEM-DEM using extrinsic cohesive zone model
    Fukuda D.
    Nihei E.
    Cho S.-H.
    Oh S.
    Nara Y.
    Kodama J.-I.
    Fujii Y.
    1600, Society of Materials Science Japan (69): : 228 - 235
  • [7] Development of a Numerical Simulator for 3-D Dynamic Fracture Process Analysis of Rocks Based on Hybrid FEM-DEM Using Extrinsic Cohesive Zone Model
    Fukuda, Daisuke
    Nihei, Erina
    Cho, Sang-Ho
    Oh, Sewook
    Nara, Yoshitaka
    Kodama, Jun-ichi
    Fujii, Yoshiaki
    MATERIALS TRANSACTIONS, 2020, 61 (09) : 1767 - 1774
  • [8] Development of a 3D Hybrid Finite-Discrete Element Simulator Based on GPGPU-Parallelized Computation for Modelling Rock Fracturing Under Quasi-Static and Dynamic Loading Conditions
    Fukuda, Daisuke
    Mohammadnejad, Mojtaba
    Liu, Hongyuan
    Zhang, Qianbing
    Zhao, Jian
    Dehkhoda, Sevda
    Chan, Andrew
    Kodama, Jun-ichi
    Fujii, Yoshiaki
    ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (03) : 1079 - 1112
  • [9] Implementation and verification of the Park-Paulino-Roesler cohesive zone model in 3D
    Cerrone, Albert
    Wawrzynek, Paul
    Nonn, Aida
    Paulino, Glaucio H.
    Ingraffea, Anthony
    ENGINEERING FRACTURE MECHANICS, 2014, 120 : 26 - 42
  • [10] Development of a 3D Hybrid Finite-Discrete Element Simulator Based on GPGPU-Parallelized Computation for Modelling Rock Fracturing Under Quasi-Static and Dynamic Loading Conditions
    Daisuke Fukuda
    Mojtaba Mohammadnejad
    Hongyuan Liu
    Qianbing Zhang
    Jian Zhao
    Sevda Dehkhoda
    Andrew Chan
    Jun-ichi Kodama
    Yoshiaki Fujii
    Rock Mechanics and Rock Engineering, 2020, 53 : 1079 - 1112