2017
DOI: 10.1016/j.enganabound.2017.03.010
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Analysis of meshless weak and strong formulations for boundary value problems

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Cited by 8 publications
(6 citation statements)
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“…This process is made for multiple fixed nodes in the range of 5-16 (see Section 3.2). Furthermore, for the interpretation of the obtained results, we calculate the minimum global error e σ (x g ) obtained this time from the local minimum errors of each Gauss point for the 12 scenarios (fixed number of nodes in the influence domain [5][6][7][8][9][10][11][12][13][14][15][16]. Table 2 presents an example of the results obtained for 203 nodes, the minimum global energy norm e Min σ E = 0, 00753011 enhances the result obtained with 11 nodes fixed in the cover by e σ E = 0, 00819991 which is 8.2%.…”
Section: Problem Descriptionmentioning
confidence: 99%
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“…This process is made for multiple fixed nodes in the range of 5-16 (see Section 3.2). Furthermore, for the interpretation of the obtained results, we calculate the minimum global error e σ (x g ) obtained this time from the local minimum errors of each Gauss point for the 12 scenarios (fixed number of nodes in the influence domain [5][6][7][8][9][10][11][12][13][14][15][16]. Table 2 presents an example of the results obtained for 203 nodes, the minimum global energy norm e Min σ E = 0, 00753011 enhances the result obtained with 11 nodes fixed in the cover by e σ E = 0, 00819991 which is 8.2%.…”
Section: Problem Descriptionmentioning
confidence: 99%
“…The EFG method developed by Belystchko [11] is the standard numerical method for solving several types of partial differential equations (PDEs). It has been used for multiple practical engineering problems in heat transfer [1], crack propagation [12], elastoplastic contact problems [13], boundary problems [14], fluid mechanics, and applied mechanics. The EFG method uses local weak forms over a local sub-domain and the shape functions are constructed via the moving least-squares (MLS) approximation [15].…”
Section: Introductionmentioning
confidence: 99%
“…The LRBFs based LSM (LRBFs-LSM) for structural shape and topology optimization was introduced in [38]. Application areas of the LRBFs in a variety of real world problems include: heterogeneous media [39], turbulent flows [40], computational geosciences [41], structural mechanics [42], option pricing [43], metal casting [44], and many more [45].…”
Section: Introductionmentioning
confidence: 99%
“…Owing to this fact, several proficient and precise methods have been developed for the numerical solution of EPDEs. Contemporary contributions in this regard comprise spline collocation methods [1,2], the finite element method [3], finite difference methods [4,5], the wavelet collocation method [6], meshless methods [7][8][9], etc.…”
Section: Introductionmentioning
confidence: 99%
“…A broad variety of meshless methods underway is based on radial basis functions (RBF) [9][10][11][12]. The simplest among them is unsymmetric RBF collocation or the Kansa method [13].…”
Section: Introductionmentioning
confidence: 99%