Arbitrary placement of local meshes in a global mesh by the interface-element method (IEM)

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Abstract

A new method is proposed to place local meshes in a global mesh with the aid of the interface-element method (IEM). The interface-elements use moving least-square (MLS)-based shape functions to join partitioned finite-element domains with non-matching interfaces. The supports of nodes are defined to satisfy the continuity condition on the interfaces by introducing pseudonodes on the boundaries of interface regions. Particularly, the weight functions of nodes on the boundaries of interface regions span only neighbouring nodes, ensuring that the resulting shape functions are identical to those of adjoining finite-elements. The completeness of the shape functions of the interface-elements up to the order of basis provides a reasonable transfer of strain fields through the non-matching interfaces between partitioned domains. Taking these great advantages of the IEM, local meshes can be easily inserted at arbitrary places in a global mesh. Several numerical examples show the effectiveness of this technique for modelling of local regions in a global domain.

Original languageEnglish
Pages (from-to)2279-2312
Number of pages34
JournalInternational Journal for Numerical Methods in Engineering
Volume56
Issue number15
DOIs
StatePublished - 21 Apr 2003

Keywords

  • Crack propagation
  • Finite-element method
  • Global-local analysis
  • Interface-element method
  • Non-matching interface
  • Partitioned domains

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