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Author:

Li, Wei (Li, Wei.) | Yu, Xianbin (Yu, Xianbin.) | Lin, Shan (Lin, Shan.) | Qu, Xin (Qu, Xin.) | Sun, Xizhen (Sun, Xizhen.)

Indexed by:

EI Scopus SCIE

Abstract:

The meshless numerical manifold method (MNMM) inherits two covers of the numerical manifold method. A mathematical cover is composed of nodes' influence domains and a physical cover consists of physical patches, which are produced through cutting mathematical cover by physical boundaries. Because two covers are adopted, MNMM can naturally and uniquely solve both the continuous and discontinuous problems under Galerkin's variational framework. However, Galerkin's meshless method needs background integration grids to realize solving, which often does not match the nodes' influence domains, so the accuracy of numerical integration is reduced. Consider that MNMM allows even distribution of nodes and the physical cover contains the characteristics of the boundary and nodes' influence domains, the study presents a new numerical integration strategy to ensure that the background integration grids match the nodes' influence domains. The method can be applied to continuous and discontinuous problems, and is proved to be equivalent to the influence domain integration. At the same time, a reasonable arrangement of mathematical nodes is made to assure the background integration grid that it is accordant and straightforward. In this way, the number of physical patches of each integral point is the same, which improves the accuracy of interpolation calculation. The effectiveness of the proposed method is verified by numerical examples of both continuous and discontinuous problems.

Keyword:

Stress intensity factor Crack propagation Numerical manifold method Moving least squares Numerical integration

Author Community:

  • [ 1 ] [Li, Wei]Linyi Univ, Sch Civil Engn & Architecture, Linyi 276000, Shandong, Peoples R China
  • [ 2 ] [Yu, Xianbin]Linyi Univ, Sch Civil Engn & Architecture, Linyi 276000, Shandong, Peoples R China
  • [ 3 ] [Sun, Xizhen]Linyi Univ, Sch Civil Engn & Architecture, Linyi 276000, Shandong, Peoples R China
  • [ 4 ] [Li, Wei]Linyi City Key Lab Appraisement & Strengthening B, Linyi 276000, Shandong, Peoples R China
  • [ 5 ] [Lin, Shan]Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
  • [ 6 ] [Lin, Shan]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 7 ] [Qu, Xin]Anyang Inst Technol, Sch Civil & Architecture Engn, Anyang 455000, Peoples R China

Reprint Author's Address:

  • [Lin, Shan]BJUT Beijing Univ Technol, Beijing, Peoples R China

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Source :

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS

ISSN: 0955-7997

Year: 2021

Volume: 134

Page: 79-95

3 . 3 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:87

JCR Journal Grade:1

Cited Count:

WoS CC Cited Count: 15

SCOPUS Cited Count: 15

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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