2019
DOI: 10.1007/s11831-019-09357-5
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Taylor-Series Expansion Based Numerical Methods: A Primer, Performance Benchmarking and New Approaches for Problems with Non-smooth Solutions

Abstract: We provide a primer to numerical methods based on Taylor series expansions such as generalized finite difference methods and collocation methods. We provide a detailed benchmarking strategy for these methods as well as all data files including input files, boundary conditions, point distribution and solution fields, so as to facilitate future benchmarking of new methods. We review traditional methods and recent ones which appeared in the last decade. We aim to help newcomers to the field understand the main ch… Show more

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Cited by 30 publications
(20 citation statements)
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“…These methods can be applied to problems with smooth and non-smooth solution. 2 Many collocation methods have been proposed over the years. The most famous ones are the smooth particle hydrodynamics method (SPH), 3 the reproduced kernel particle method (RKPM), 4 the moving least squares method (MLS), [5][6][7] and the generalized finite difference (GFD) method.…”
Section: Introductionmentioning
confidence: 99%
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“…These methods can be applied to problems with smooth and non-smooth solution. 2 Many collocation methods have been proposed over the years. The most famous ones are the smooth particle hydrodynamics method (SPH), 3 the reproduced kernel particle method (RKPM), 4 the moving least squares method (MLS), [5][6][7] and the generalized finite difference (GFD) method.…”
Section: Introductionmentioning
confidence: 99%
“…It is common to most collocation methods and key to ensure an optimum approximation of the field derivatives. 2 The number of support nodes selected for each collocation node may depend on the location of the collocation node in the domain. It has been shown in Reference 2 that increasing the number of support nodes for collocation nodes on the boundary of the domain helps reducing significantly the observed error while maintaining the fill of the stiffness matrix reasonably low.…”
Section: Introductionmentioning
confidence: 99%
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