A numerical integration strategy of meshless numerical manifold method based on physical cover and applications to linear elastic fractures. (1st January 2022)

• Record Type: Journal Article
• Authors: Li, Wei; Yu, Xianbin; Lin, Shan; Qu, Xin; Sun, Xizhen
• Is Part Of: Engineering analysis with boundary elements. Volume 134(2022)
• Page Start: 79
• Page End: 95
• Publication Date: 2022-01-01
• Subjects: Numerical manifold method -- Moving least squares -- Numerical integration -- Stress intensity factor -- Crack propagation; Boundary element methods -- Periodicals; Engineering mathematics -- Periodicals; Équations intégrales de frontière, Méthodes des -- Périodiques; Mathématiques de l'ingénieur -- Périodiques; Boundary element methods; Engineering mathematics; Periodicals; 620.00151
• DOI: 10.1016/j.enganabound.2021.09.028
• Languages: English
• ISSNs: 0955-7997

Abstract

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.