Discontinuous Deformation Analysis with Potential Contact Forces

被引:8
|
作者
Xu, Dongdong [1 ]
Wu, Aiqing [1 ]
Wu, Yongjin [1 ]
机构
[1] Minist Water Resources, Changjiang River Sci Res Inst, Key Lab Geotech Mech & Engn, Wuhan 430010, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Discontinuous deformation analysis (DDA); Open-close iteration; Contact potential; FEM-DEM; FINITE-ELEMENT-METHOD; SEISMIC RESPONSE ANALYSIS; NUMERICAL MANIFOLD METHOD; MESHFREE METHOD; FACE CONTACT; MODEL; SIMULATION; DDA; PROPAGATION; FRACTURE;
D O I
10.1061/(ASCE)GM.1943-5622.0001496
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In conventional discontinuous deformation analysis (DDA), the procedure called open-close iteration is adopted to enforce the contact condition, which needs to repeatedly fix and remove the artificial springs between blocks in contact to determine real contact states. The open-close iteration belongs to the category of trial-and-error methods, in which convergence cannot be always guaranteed. Meanwhile, the contact force is treated as concentrated force, leading to the difficulties in determining the shear strength from cohesion and stresses in the contact area. The so-called potential contact force concept adopted in the combined finite-element method and discrete-element method (FEM-DEM) has been proved efficient and robust. In the FEM-DEM the contact force is treated as a distributed contact force, which is more realistic and was utilized in this study to tackle contacts. A major advantage over the conventional DDA lies in the elimination of the need to handle singular contact types that would incur huge difficulties in three-dimensional simulations. Therefore, a contact potential-based DDA (CPDDA) was developed by introducing potential contact forces. Some typical examples, including those originally designed by the DDA inventor, are reanalyzed, proving the feasibility of CPDDA.
引用
下载
收藏
页数:12
相关论文
共 50 条
  • [41] An analysis of discontinuous deformation with mixed multiple deformation modes
    Ma Yong-zheng
    Cai Ke-jian
    Zheng Hong
    ROCK AND SOIL MECHANICS, 2016, 37 (03) : 867 - 874
  • [42] A New Contact Method Using Inscribed Sphere for 3D Discontinuous Deformation Analysis
    Ahn, Tae-Young
    Ryu, Sung-Hoon
    Song, Jae-Joon
    Lee, Chung-In
    ANALYSIS OF DISCONTINUOUS DEFORMATION: NEW DEVELOPMENTS AND APPLICATIONS, 2010, : 127 - 134
  • [43] An alternative scheme for the corner-corner contact in the two-dimensional Discontinuous Deformation Analysis
    Bao, Huirong
    Zhao, Zhiye
    ADVANCES IN ENGINEERING SOFTWARE, 2010, 41 (02) : 206 - 212
  • [44] A cover-based contact detection approach for irregular convex polygons in discontinuous deformation analysis
    Zhuang, Xiaoying
    Zheng, Fei
    Zheng, Hong
    Jiao, Yu-Yong
    Rabczuk, Timon
    Wriggers, Peter
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2021, 45 (02) : 208 - 233
  • [45] A multi-shell cover algorithm for contact detection in the three dimensional discontinuous deformation analysis
    Wu, Wei
    Zhu, Hehua
    Zhuang, Xiaoying
    Ma, Guowei
    Cai, Yongchang
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2014, 72 : 136 - 149
  • [46] Discontinuous deformation analysis handling vertex-vertex contact based on principle of least effort
    Fan, Huo
    Huang, Duruo
    Wang, Gang
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2020, 121 (18) : 4070 - 4100
  • [47] Contact force element of discontinuous deformation computational mechanics model
    Li, Yong
    Feng, Xia-Ting
    Luan, Mao-Tian
    Wang, Yong-Jia
    Dongbei Daxue Xuebao/Journal of Northeastern University, 2002, 23 (11): : 1112 - 1115
  • [48] Nonreflecting boundaries for the discontinuous deformation analysis
    Ning, Y. J.
    Zhao, Z. Y.
    ADVANCES IN DISCONTINUOUS NUMERICAL METHODS AND APPLICATIONS IN GEOMECHANICS AND GEOENGINEERING, 2012, : 147 - 153
  • [49] Some issues in discontinuous deformation analysis
    Ling D.-S.
    Gong S.-L.
    Hu C.-B.
    Niu J.-J.
    Ling, Dao-Sheng (dsling@zju.edu.cn), 1600, Tsinghua University (37): : 1 - 7
  • [50] Advancements and improvement in discontinuous deformation analysis
    Cheng, YM
    COMPUTERS AND GEOTECHNICS, 1998, 22 (02) : 153 - 163