Remedies for Distortion and False Volume Expansion Problems with Large Rotation in Discontinuous Deformation Analysis

被引:9
|
作者
Gong, Shilin [1 ]
Ling, Daosheng [1 ]
Chen, Guangqi [2 ]
Niu, Jiajun [1 ]
Hu, Chengbao [1 ]
机构
[1] Zhejiang Univ, Inst Geotech Engn, Anzhong Bldg,866 Yuhangtang Rd, Hangzhou 310058, Peoples R China
[2] Kyushu Univ, Dept Civil & Struct Engn, Nishi Ku, Ctr 3,744 Motooka, Fukuoka 8190385, Japan
基金
国家重点研发计划;
关键词
Discontinuous deformation analysis; Large rotation; Coordinate transformation; Centrifugal force; Coriolis force;
D O I
10.1061/(ASCE)GM.1943-5622.0001860
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
When simulating large rotation, the false volume expansion and elastic distortion problems of the block occurs severely in the original discontinuous deformation analysis (DDA). In this study, a new displacement formula that the elastic-deformation terms calculated before rotation is introduced. The formula is then linearized and used to modify the correlation submatrices. After each calculation step, the coordinate transformation is adopted to update the initial stress and strain-velocity vector. In the proposed remedies, the deformation of the block produced by centrifugal and Coriolis forces is considered automatically, and each of the deformation parameters has clear physical meaning. We further use several numerical examples to verify that the proposed method can eliminate the elastic distortion and false volume expansion problems exhibited by the original DDA. Finally, a real landslide case was analyzed to illustrate that the modified DDA is effective and useful. (C) 2020 American Society of Civil Engineers.
引用
收藏
页数:15
相关论文
共 50 条
  • [41] Parallelization of spherical discontinuous deformation analysis (SDDA) for geotechnical problems based on cloud computing environment
    Yu-Yong Jiao
    ZeYang Wu
    Fei Zheng
    Qiang Zhao
    Long Wang
    Gang-Hai Huang
    Fei Tan
    Science China Technological Sciences, 2021, 64 : 1971 - 1980
  • [42] Large-deformation analysis for cavity expansion in strain-softening soil
    School of Civil Engineering and Architecture, Central South University, Changsha 410075, Hunan, China
    不详
    Zongguo Gonglu Xuebao, 2009, 4 (20-27):
  • [43] Extension of the Discontinuous Deformation Analysis Method to Simulate Seismic Response of a Large Rock Cavern Complex
    Fu, Xiaodong
    Sheng, Qian
    Zhang, Yonghui
    Chen, Jian
    Leng, Xianlun
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 17 (05)
  • [44] Finite macro-element-based volume grid deformation for large moving boundary problems
    Ko, Jin Hwan
    Park, Soo Hyung
    Park, Hoon Cheol
    Byun, Doyoung
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN BIOMEDICAL ENGINEERING, 2010, 26 (12) : 1656 - 1673
  • [45] A frictional mortar contact approach for the analysis of large inelastic deformation problems
    Doca, T.
    Andrade Pires, F. M.
    Cesar de Sa, J. M. A.
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2014, 51 (09) : 1697 - 1715
  • [46] Particle finite element analysis of large deformation and granular flow problems
    Zhang, X.
    Krabbenhoft, K.
    Pedroso, D. M.
    Lyamin, A. V.
    Sheng, D.
    da Silva, M. Vicente
    Wang, D.
    COMPUTERS AND GEOTECHNICS, 2013, 54 : 133 - 142
  • [47] Volume dependent pressure loading and large deformation finite element analysis of structures
    Rumpel, T
    Schweizerhof, K
    TRENDS IN COMPUTATIONAL STRUCTURAL MECHANICS, 2001, : 386 - 396
  • [48] Finite volume method analysis of large strain elasto-plastic deformation
    Bijelonja, I.
    Annals of DAAAM for 2005 & Proceedings of the 16th International DAAAM Symposium: INTELLIGENT MANUFACTURING & AUTOMATION: FOCUS ON YOUNG RESEARCHES AND SCIENTISTS, 2005, : 25 - 26
  • [49] A spherical cavity expansion model of large elastic deformation and its application to ballistic gelatin penetration problems
    Liu, Li
    Jia, Zhen
    Ma, Xiaolin
    Fan, Yurun
    Li, Wei
    Liu, Hongwei
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2014, 71 : 106 - 116
  • [50] Large-deformation analysis of spherical cavity expansion problem using energy theory
    Li Chao
    Mo Pin-qiang
    Li Shu-chen
    ROCK AND SOIL MECHANICS, 2023, 44 (07) : 2017 - 2027