An overview of particle-based numerical manifold method and its application to dynamic rock fracturing

被引：15
|
作者：
Li, Xing [1 ]
Zhao, Jian [2 ]
机构：
[1] Southeast Univ, Sch Civil Engn, Nanjing 211189, Jiangsu, Peoples R China
[2] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
来源：
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING | 2019年 / 11卷 / 03期
基金：
中国国家自然科学基金;
关键词：
Dynamic rock fracturing; Numerical modeling; Numerical manifold method (NMM); Particle-based numerical manifold method (PNMM); DISCONTINUOUS DEFORMATION ANALYSIS; DISCRETE-ELEMENT METHOD; CONTINUOUS NODAL STRESS; CONTACT DETECTION ALGORITHM; 3-NODE TRIANGULAR ELEMENT; WAVE-PROPAGATION; MESHFREE METHOD; STABILITY ANALYSIS; RESPONSE ANALYSIS; MESHLESS METHODS;
D O I：
10.1016/j.jrmge.2019.02.003
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This review summarizes the development of particle-based numerical manifold method (PNMM) and its applications to rock dynamics. The fundamental principle of numerical manifold method (NMM) is first briefly introduced. Then, the history of the newly developed PNMM is given. Basic idea of PNMM and its simulation procedure are presented. Considering that PNMM could be regarded as an NMM-based model, a comparison of PNMM and NMM is discussed from several points of view in this paper. Besides, accomplished applications of PNMM to the dynamic rock fracturing are also reviewed. Finally, some recommendations are provided for the future work of PNMM. (C) 2019 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V.
引用
收藏
页码：684 / 700
页数：17
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