Method for Resolving Contact Indeterminacy in Three-Dimensional Discontinuous Deformation Analysis

被引:21
作者
Zhang, Hong [1 ]
Liu, Shu-guang [1 ]
Zheng, Lu [2 ,3 ]
Zhu, He-hua [4 ]
Zhuang, Xiao-ying [4 ]
Zhang, Ying-bin [5 ]
Wu, Yan-qiang [6 ]
机构
[1] Tongji Univ, Coll Civil Engn, Dept Hydraul Engn, Shanghai 200092, Peoples R China
[2] Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Fujian, Peoples R China
[3] Sichuan Univ, Hong Kong Polytech Univ, Inst Disaster Management & Reconstruct, Chengdu 610207, Sichuan, Peoples R China
[4] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[5] Southwest Jiaotong Univ, Sch Civil Engn, Key Lab Transportat Tunnel Engn, Minist Educ, Chengdu 610031, Sichuan, Peoples R China
[6] CEA, Crust Deformat Monitoring & Applicat Ctr 1, Tianjin 300180, Peoples R China
基金
上海市自然科学基金; 中国国家自然科学基金;
关键词
Three-dimensional discontinuous deformation analysis (3D DDA); Indeterminacy; Singularity; 3D frictional contact problems; First entrance theory; Open-close iteration (OCI); ANALYSIS 3-D DDA; TO-EDGE CONTACT; FINITE-ELEMENT-METHOD; POLYHEDRAL BLOCKS; FACE CONTACT; ALGORITHM; MODEL; FORMULATION; VALIDATION; EXTENSIONS;
D O I
10.1061/(ASCE)GM.1943-5622.0001259
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Because of the nonlinearity nature of contacts, real contact information in discontinuous computation is unknown before analysis. In standard three-dimensional (3D) discontinuous deformation analysis (3D DDA), the indeterminacies of the contacts arise from two aspects: the singular block boundaries and the nonsmooth frictional behavior. Because the contact occurs only at the first entrance position, the first entrance theory is the general physical law of block contacts. Therefore, the first entrance approach is proposed in this study to select the first entrance plane and to evaluate the related first entrance points, along which the contact forces would be applied. Furthermore, the procedure and criteria of the open-close iteration (OCI) for the 3D frictional contact problem is presented to determine the most suitable status and force of each contact. With this rigorous method, the information of each contact can be determined, such that the two kinds of the contact indeterminacies are resolved. The effectiveness of the proposed method is verified by three numerical tests, suggesting that the proposed method works at a practical level in accuracy and robustness. (c) 2018 American Society of Civil Engineers.
引用
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页数:19
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