Rotation errors in numerical manifold method and a correction based on large deformation theory

被引:5
|
作者
Zhang, Ning [1 ]
Li, Xu [2 ]
Jiang, Qinghui [3 ]
Lin, Xingchao [4 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[2] Beijing Jiaotong Univ, Minist Educ, Key Lab Urban Underground Engn, Beijing 100044, Peoples R China
[3] Wuhan Univ, Sch Civil & Architectural Engn, Wuhan 430072, Hubei, Peoples R China
[4] State Key Lab Simulat & Regulat Water Cycle River, Beijing 100038, Peoples R China
基金
中国国家自然科学基金;
关键词
numerical manifold method; rotation; large deformation; Green strain; open-close iteration; TIME INTEGRATION; MESHFREE METHOD; SIMULATION; ELEMENT; DDA; DISCONTINUITIES; PARTITION; SCHEME;
D O I
10.1007/s11709-019-0535-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Numerical manifold method (NMM) is an effective method for simulating block system, however, significant errors are found in its simulation of rotation problems. Three kinds of errors, as volume expansion, stress vibration, and attenuation of angular velocity, were observed in the original NMM. The first two kind errors are owing to the small deformation assumption and the last one is due to the numerical damping. A large deformation NMM is proposed based on large deformation theory. In this method, the governing equation is derived using Green strain, the large deformation iteration and the open-close iteration are combined, and an updating strategy is proposed. The proposed method is used to analyze block rotation, beam bending, and rock falling problems and the results prove that all three kinds of errors are eliminated in this method.
引用
收藏
页码:1036 / 1053
页数:18
相关论文
共 50 条
  • [21] Prediction of Large Deformation Behavior in Tunnels Based on AHP–FUZZY Method and Numerical Simulation Method
    Xu J.-B.
    Chen J.-P.
    Wu S.-L.
    Pan Y.-H.
    Wang W.
    Luo Q.-Q.
    Geotechnical and Geological Engineering, 2018, 36 (1) : 151 - 163
  • [22] MLS based local approximation in numerical manifold method
    Chen, Yuanqiang
    Zheng, H.
    Li, Wei
    Lin, Shan
    ENGINEERING COMPUTATIONS, 2018, 35 (07) : 2429 - 2458
  • [23] Multiple crack propagation based on the numerical manifold method
    Xu, Dongdong
    Zheng, Hong
    Yang, Yongtao
    Wu, Aiqing
    Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics, 2015, 47 (03): : 471 - 481
  • [24] A Novel Method for Bending Stiffness of Umbilical Based on Nonlinear Large Deformation Theory
    Lin, Zuan
    Zhang, Lei
    Yang, Can-jun
    WEARABLE SENSORS AND ROBOTS, 2017, 399 : 309 - 319
  • [25] Numerical analysis of large deformation by finite element method
    Sultanov, L. U.
    Davydov, R. L.
    MAGAZINE OF CIVIL ENGINEERING, 2013, 44 (09): : 64 - 68
  • [26] Numerical and experimental approaches on the motion of a tethered system with large deformation, rotation and translation
    Takehara, Shoichiro
    Terumichi, Yoshiaki
    Nohmi, Masahiro
    Sogabe, Kiyoshi
    Suda, Yoshihiro
    PROCEEDINGS OF THE ASME INTERNATIONAL DESIGN ENGINEERING TECHNICAL CONFERENCES AND COMPUTERS AND INFORMATION IN ENGINEERING CONFERENCE, VOL 6, PTS A-C, 2005, : 1295 - 1302
  • [27] Numerical simulation of mining subsidence used large deformation theory
    Cui, XM
    Miao, XX
    COMPUTER APPLICATIONS IN THE MINERALS INDUSTRIES, 2001, : 661 - 664
  • [28] Slope Stability Analysis Based on the Numerical Manifold Method and the Graph Theory-Case Study Evaluation
    Jahromi, Saeed Ghaffarpour
    Bodaghi, Fatemeh
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2020, 38 (05) : 5523 - 5534
  • [29] Slope Stability Analysis Based on the Numerical Manifold Method and the Graph Theory-Case Study Evaluation
    Saeed Ghaffarpour Jahromi
    Fatemeh Bodaghi
    Geotechnical and Geological Engineering, 2020, 38 : 5523 - 5534
  • [30] Analogue correction method of errors and its application to numerical weather prediction
    Gao, L
    Ren, HL
    Li, JP
    Chou, JF
    CHINESE PHYSICS, 2006, 15 (04): : 882 - 889