2008
DOI: 10.1002/nme.2473
|View full text |Cite
|
Sign up to set email alerts
|

Matched interface and boundary (MIB) for the implementation of boundary conditions in high‐order central finite differences

Abstract: SUMMARYHigh-order central finite difference schemes encounter great difficulties in implementing complex boundary conditions. This paper introduces the matched interface and boundary (MIB) method as a novel boundary scheme to treat various general boundary conditions in arbitrarily high-order central finite difference schemes. To attain arbitrarily high order, the MIB method accurately extends the solution beyond the boundary by repeatedly enforcing only the original set of boundary conditions. The proposed ap… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

0
44
0

Year Published

2010
2010
2022
2022

Publication Types

Select...
8

Relationship

2
6

Authors

Journals

citations
Cited by 67 publications
(44 citation statements)
references
References 63 publications
0
44
0
Order By: Relevance
“…However, most of these methods typically require tools not frequently available in standard finite element and finite difference software packages. Examples of such approaches include the extended and composite finite element methods (e.g., [31,12,23,13,32,55,7,4]), immersed interface methods (e.g., [40,43,60,44,65]), virtual node methods with embedded boundary conditions (e.g., [3,73,34]), matched interface and boundary methods (e.g., [71,68,69,67,72]), modified finite volume/embedded boundary/cut-cell methods/ghost-fluid methods (e.g., [27,36,19,25,26,35,47,70,48,37,46,64,49,9,10,52,53,33,63]). In another approach, known as the fictitious domain method (e.g., [28,29,56,45]), the original system is either augmented with equations for Lagrange multipliers to enforce the boundary conditions, or the penalty method is used to enforce the boundary condi-tions weakly.…”
Section: Introductionmentioning
confidence: 99%
“…However, most of these methods typically require tools not frequently available in standard finite element and finite difference software packages. Examples of such approaches include the extended and composite finite element methods (e.g., [31,12,23,13,32,55,7,4]), immersed interface methods (e.g., [40,43,60,44,65]), virtual node methods with embedded boundary conditions (e.g., [3,73,34]), matched interface and boundary methods (e.g., [71,68,69,67,72]), modified finite volume/embedded boundary/cut-cell methods/ghost-fluid methods (e.g., [27,36,19,25,26,35,47,70,48,37,46,64,49,9,10,52,53,33,63]). In another approach, known as the fictitious domain method (e.g., [28,29,56,45]), the original system is either augmented with equations for Lagrange multipliers to enforce the boundary conditions, or the penalty method is used to enforce the boundary condi-tions weakly.…”
Section: Introductionmentioning
confidence: 99%
“…An iterative procedure is commonly employed in the MIB schemes [40,42,41,38,39] Denote the finite difference (FD) weight vector of these two stencils differentiating at C 0 to be, respectively, W À k and W þ k . Here the subscript k represents interpolation (k ¼ 0) and the first order derivative approximation (k ¼ 1).…”
Section: The Mib Discretization Of Jump Conditionsmentioning
confidence: 99%
“…In the proposed MIB method and the previous MIB schemes [40,42,38,39,37,41], the use of fictitious nodes is an important step in enforcing the jump/boundary conditions. In terms of using fictitious points or ghost cells, the MIB shares some similarities with the ghost fluid method (GFM), originally developed by Fedkiw et al [9] for treating contact discontinuities in the inviscid Euler equations.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…With the matched interface and boundary (MIB) method [21], a novel boundary scheme to treat various general boundary conditions, the DSC should have no difficulty to handle the multiple boundary conditions of beam structures. However, the DSC suffers similar difficulties encountered by the DQM in analyzing the free vibration problem of multiple-stepped beams.…”
Section: Introductionmentioning
confidence: 99%