An improved numerical manifold method incorporating hybrid crack element for crack propagation simulation

被引:24
|
作者
He, Jun [1 ,2 ]
Liu, Quansheng [1 ,3 ]
Ma, Guowei [2 ]
Zeng, Bin [2 ,4 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Hubei, Peoples R China
[2] Univ Western Australia, Sch Civil Environm & Min Engn, 35 Stirling Highway, Crawley, WA 6009, Australia
[3] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[4] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
基金
中国国家自然科学基金;
关键词
Numerical manifold method; Hybrid crack element; Stress intensity factor; Crack propagation; FINITE-ELEMENTS; GROWTH; FIELD; MESH;
D O I
10.1007/s10704-016-0084-z
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The numerical manifold method (NMM) simulates continuous and discontinuous problems in a unified framework; thus NMM has advantages in analysing crack propagation. However, calculation of the stress intensity factors (SIFs) when adopting the NMM requires additional procedures, such as the J-integral and the interaction integral. In this study, a hybrid crack element (HCE) method is incorporated into the NMM to directly obtain the SIFs; the new algorithm combines the merits of both the NMM and HCE method. In the proposed algorithm, the HCE is used in the crack-tip region while the NMM is applied in the remaining region. The SIFs at the crack-tip are calculated directly from the solution of the governing equation with less computational complexity relative to existing methods. The proposed algorithm does not require any changes to the initial mesh during crack propagation. It is verified by a few examples and the results show that the simulated crack propagation paths are in good agreement with the results from existing studies while the computational efficiency is improved due to the direct calculation of the SIFs and the consistency of the mesh system in the crack propagation process.
引用
收藏
页码:21 / 38
页数:18
相关论文
共 50 条
  • [41] Numerical simulation of hydraulic fracture crack propagation
    Akulich A.V.
    Zvyagin A.V.
    [J]. Moscow University Mechanics Bulletin, 2008, 63 (1) : 6 - 12
  • [42] Numerical Simulation of Hydraulic Fracture Crack Propagation
    Akulich, A. V.
    Zvyagin, A. V.
    [J]. MOSCOW UNIVERSITY MECHANICS BULLETIN, 2008, 63 (01) : 6 - 12
  • [43] Numerical simulation study on the crack propagation of conglomerate
    Luo, Senlin
    Ge, Hongkui
    Wang, Jianbo
    Zhou, Wei
    Shen, Yinghao
    Liu, Pengyu
    Liu, Jiantong
    [J]. ROYAL SOCIETY OPEN SCIENCE, 2021, 8 (07):
  • [44] Research on numerical method for crack propagation simulation with consideration of damage effect
    考虑损伤效应的岩体裂隙扩展数值模拟研究
    [J]. 2018, Academia Sinica (37):
  • [45] Numerical simulation of crack propagation in layered formations
    Mahmoud Behnia
    Kamran Goshtasbi
    Mohammad Fatehi Marji
    Aliakbar Golshani
    [J]. Arabian Journal of Geosciences, 2014, 7 : 2729 - 2737
  • [46] Numerical simulation for dynamic crack propagation by MLPG
    Liu, Ying
    Gao, Lingtian
    [J]. FRACTURE AND DAMAGE MECHANICS V, PTS 1 AND 2, 2006, 324-325 : 495 - +
  • [47] Influence of crack surface friction on crack initiation and propagation: A numerical investigation based on extended finite element method
    Xie, Yousheng
    Cao, Ping
    Liu, Jie
    Dong, Liwei
    [J]. COMPUTERS AND GEOTECHNICS, 2016, 74 : 1 - 14
  • [48] Numerical Simulation of Crack Modeling using Extended Finite Element Method
    Jovicic, Gordana
    Zivkovic, Miroslav
    Jovicic, Nebojsa
    [J]. STROJNISKI VESTNIK-JOURNAL OF MECHANICAL ENGINEERING, 2009, 55 (09): : 549 - 554
  • [49] Analysis of Crack Interaction Problem by the Numerical Manifold Method
    Zhang, H. H.
    [J]. TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 797 - 801
  • [50] Numerical prediction of crack propagation by an enhanced element-free Galerkin method
    Lee, SH
    Yoon, YC
    [J]. NUCLEAR ENGINEERING AND DESIGN, 2004, 227 (03) : 257 - 271