2020
DOI: 10.1155/2020/4879723
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WEB-Spline Finite Elements for the Approximation of Navier-Lamé System with CA,B Boundary Condition

Abstract: The objective of this article is to discuss the existence and the uniqueness of a weighted extended B-spline- (WEB-spline-) based discrete solution for the 2D Navier-Lamé equation of linear elasticity with a different type of mixed boundary condition called CA,B boundary condition. Along with the usual weak mixed formulation, we give existence and uniqueness results for weak solution. Then, we illustrate the performance of Ritz–Galerkin schemes for a model problem and applications in linear elasticity. Finally… Show more

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Cited by 4 publications
(3 citation statements)
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“…The work in Sadd (2005); Timoshenko and Goodier (1985); Koubaiti et al (2020a); Ouadie et al (2018) offers more information on elasticity problems.…”
Section: Web-spline Finite Element Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…The work in Sadd (2005); Timoshenko and Goodier (1985); Koubaiti et al (2020a); Ouadie et al (2018) offers more information on elasticity problems.…”
Section: Web-spline Finite Element Methodsmentioning
confidence: 99%
“…Web-spline process B-splines are fundamental in almost all geometric modelling applications. Non-uniform rational B-spline representations (Nurbs) (Bazilevs and Hughes., 2008;Koubaiti et al, 2020a), have become standard in CAD and CAM (Shah and Mäntylä, 1995;Ouadie et al, 2018), work, and by applying the Web method, B-splines have also been found to provide highly efficient finite element approximations. The B-splines located near the edge of a domain offer very little relevant support and thus cause instabilities in the numerical solution; however, they cannot be omitted without affecting the order of approximation and producing a large number of conditions within the resulting linear system.…”
Section: Weak Problem Of Navier-lamé With New Boundary Condition C a Bmentioning
confidence: 99%
“…In this paper, we suggest a reanalysis method, which reduces the computation time through using data obtained either from an experiment or from a theoretical analysis based on a finite element model of the structure [14,15,16,17]. The originality lies in the fact that the strategy takes into account, in a very significant manner, the contribution of the unknown modes.…”
Section: Introductionmentioning
confidence: 99%