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author:

Zhang, Hong (Zhang, Hong.) [1] | Liu, Shu-guang (Liu, Shu-guang.) [2] | Zheng, Lu (Zheng, Lu.) [3] (Scholars:郑路) | Zhu, He-hua (Zhu, He-hua.) [4] | Zhuang, Xiao-ying (Zhuang, Xiao-ying.) [5] | Zhang, Ying-bin (Zhang, Ying-bin.) [6] | Wu, Yan-qiang (Wu, Yan-qiang.) [7]

Indexed by:

EI Scopus SCIE

Abstract:

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.

Keyword:

3D frictional contact problems First entrance theory Indeterminacy Open-close iteration (OCI) Singularity Three-dimensional discontinuous deformation analysis (3D DDA)

Community:

  • [ 1 ] [Zhang, Hong]Tongji Univ, Coll Civil Engn, Dept Hydraul Engn, Shanghai 200092, Peoples R China
  • [ 2 ] [Liu, Shu-guang]Tongji Univ, Coll Civil Engn, Dept Hydraul Engn, Shanghai 200092, Peoples R China
  • [ 3 ] [Zheng, Lu]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Fujian, Peoples R China
  • [ 4 ] [Zheng, Lu]Sichuan Univ, Hong Kong Polytech Univ, Inst Disaster Management & Reconstruct, Chengdu 610207, Sichuan, Peoples R China
  • [ 5 ] [Zhu, He-hua]Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
  • [ 6 ] [Zhuang, Xiao-ying]Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
  • [ 7 ] [Zhang, Ying-bin]Southwest Jiaotong Univ, Sch Civil Engn, Key Lab Transportat Tunnel Engn, Minist Educ, Chengdu 610031, Sichuan, Peoples R China
  • [ 8 ] [Wu, Yan-qiang]CEA, Crust Deformat Monitoring & Applicat Ctr 1, Tianjin 300180, Peoples R China

Reprint 's Address:

  • 郑路

    [Zheng, Lu]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Fujian, Peoples R China;;[Zheng, Lu]Sichuan Univ, Hong Kong Polytech Univ, Inst Disaster Management & Reconstruct, Chengdu 610207, Sichuan, Peoples R China

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Source :

INTERNATIONAL JOURNAL OF GEOMECHANICS

ISSN: 1532-3641

Year: 2018

Issue: 10

Volume: 18

2 . 4 5

JCR@2018

3 . 3 0 0

JCR@2023

ESI Discipline: ENGINEERING;

ESI HC Threshold:170

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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