A robust algorithm for the generation of integration cells in Numerical Manifold Method

被引:10
|
作者
Cai, Yongchang [1 ,2 ]
Wu, Jie [1 ,2 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
NMM; Finite cover system; Cracks; Integration cell; Tessellation approach; FINITE-ELEMENT-METHOD; ADAPTIVE MULTISCALE METHOD; PHANTOM-NODE METHOD; CRACK-PROPAGATION; DYNAMIC CRACK; FRACTURE; PARTITION; SIMULATION; MODELS; GROWTH;
D O I
10.1016/j.ijimpeng.2015.10.015
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The finite cover system plays a critical role in Numerical Manifold Method (NMM) for the unified simulation of models from continuum to discontinuum. However, large amounts of computational geometries are usually involved in the traditional finite cover generation algorithm, which makes the process of finite cover generation a time consuming and error prone task and limits the wide applications of NMM. To achieve a simple and robust finite cover generation algorithm for NMM, a new method for the generation of integration cells including closed convex or concave polygons was developed in this paper as an important supplement to our recent work [Cai et al., 2013]. In the newly developed integration cells generation algorithm, with the help of pre-defined symbol functions and 3 different matrixes, nodes including vertexes and intersection points belonging to a same integration cell were first grouped together, and then listed in a anticlockwise manner to finally form the closed circuit. In this way, large amounts of computational geometries employed in the identification of integration cells were replaced with computational algebras. Several benchmarks were simulated to investigate the accuracy of the proposed integration cells generation algorithm and to demonstrate the robustness of NMM. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:165 / 176
页数:12
相关论文
共 50 条
  • [1] Coupled Time Domain Integration Algorithm for Numerical Manifold Method
    Qu, Xiaolei
    Ma, Guowei
    Fu, Guoyang
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 17 (05)
  • [2] A coupled time integration algorithm for discontinuous deformation analysis using the numerical manifold method
    Qu, Xiaolei
    Ma, Guowei
    Qi, Chengzhi
    Dyskin, Arcady, V
    Xia, Chen
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2020, 44 (08) : 1145 - 1169
  • [3] Study on algorithm of cover system generation in three-dimensional numerical manifold method
    Yang Shi-kou
    Ren Xu-hua
    Zhang Ji-xun
    Ai Hua-dong
    ROCK AND SOIL MECHANICS, 2022, 43 : 633 - 640
  • [4] An explicit time integration scheme of numerical manifold method
    Qu, X.L.
    Fu, G.Y.
    Ma, G.W.
    Engineering Analysis with Boundary Elements, 2014, 48 : 53 - 62
  • [6] An explicit time integration scheme of numerical manifold method
    Qu, X. L.
    Fu, G. Y.
    Ma, G. W.
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2014, 48 : 53 - 62
  • [7] An explicit time integration scheme of numerical manifold method
    Qu, X.L.
    Fu, G.Y.
    Ma, G.W.
    Engineering Analysis with Boundary Elements, 2014, 48 : 53 - 62
  • [8] A GENERALIZED AND EFFICIENT METHOD FOR FINITE COVER GENERATION IN THE NUMERICAL MANIFOLD METHOD
    Cai, Yongchang
    Zhuang, Xiaoying
    Zhu, Hehua
    INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2013, 10 (05)
  • [9] A parallel algorithm for three-dimensional numerical manifold elements generation
    Yi, Xiongwei
    Tan, Fei
    Tong, Defu
    Jiao, Yuyong
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2024, 163 : 448 - 464
  • [10] Generation algorithm of cover system in manifold method with quadrangular meshes
    Cai, Y. (yccai@tongji.edu.cn), 1600, Science Press (41):