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 48 条
[1]  
Ahrens J, 2005, The visualization handbook, V717, P50038
[2]  
Banadaki M.M. D., 2010, Stress-wave induced Fracture in Rock due to Explosive Action. Civil Engineering
[3]   Fracture and fragmentation of dolomite rock using the JH-2 constitutive model: Parameter determination, experiments and simulations [J].
Baranowski, Pawel ;
Kucewicz, Michal ;
Gieleta, Roman ;
Stankiewicz, Michal ;
Konarzewski, Marcin ;
Bogusz, Pawel ;
Pytlik, Mateusz ;
Malachowski, Jerzy .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2020, 140
[4]   Implementation of extrinsic cohesive zone model (ECZM) in 2D finite-discrete element method (FDEM) using node binding scheme [J].
Cai, Weibing ;
Gao, Ke ;
Ai, Shugang ;
Wang, Min ;
Feng, Y. T. .
COMPUTERS AND GEOTECHNICS, 2023, 159
[5]   Influence of the applied pressure waveform on the dynamic fracture processes in rock [J].
Cho, SH ;
Kaneko, K .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (05) :771-784
[6]   Study on Macroscopic Mechanical Behavior and Meso-failure Evolution of Gabbro of Different Particle Sizes [J].
Ding, Haifeng ;
Fu, Xiaodong ;
Sheng, Qian ;
Chen, Jian ;
Yan, Chengzeng ;
Tian, Kaiwei ;
Hu, Bo .
ROCK MECHANICS AND ROCK ENGINEERING, 2023, 56 (12) :8947-8963
[7]  
Duvall W.I., 1953, GEOPHYSICS, V18, P310, DOI [10.1190/1.1437875, DOI 10.1190/1.1437875]
[8]   AN ACCURATE NUMERICAL ALGORITHM FOR STRESS INTEGRATION WITH FINITE ROTATIONS [J].
FLANAGAN, DP ;
TAYLOR, LM .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1987, 62 (03) :305-320
[9]   Modelling of dynamic rock fracture process using the finite-discrete element method with a novel and efficient contact activation scheme [J].
Fukuda, Daisuke ;
Liu, Hongyuan ;
Zhang, Qianbing ;
Zhao, Jian ;
Kodama, Jun-ichi ;
Fujii, Yoshiaki ;
Chan, Andrew Hin Cheong .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2021, 138
[10]   Development of a Numerical Simulator for 3-D Dynamic Fracture Process Analysis of Rocks Based on Hybrid FEM-DEM Using Extrinsic Cohesive Zone Model [J].
Fukuda, Daisuke ;
Nihei, Erina ;
Cho, Sang-Ho ;
Oh, Sewook ;
Nara, Yoshitaka ;
Kodama, Jun-ichi ;
Fujii, Yoshiaki .
MATERIALS TRANSACTIONS, 2020, 61 (09) :1767-1774