2002
DOI: 10.1137/s0036142999359189
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A New Family of Mixed Finite Elements for the Linear Elastodynamic Problem

Abstract: Abstract. We construct and analyze a new family of quadrangular (in two dimensions) or cubic (in three dimensions) mixed finite elements for the approximation of elastic wave equations. Our elements lead to explicit schemes (via mass lumping), after time discretization, including in the case of anisotropic media. Error estimates are given for these new elements.

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Cited by 79 publications
(80 citation statements)
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“…It is then straightforward to obtain the PML model for the elastodynamics system (9), that can be rewritten as…”
Section: The Pml Model For Elastodynamicsmentioning
confidence: 99%
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“…It is then straightforward to obtain the PML model for the elastodynamics system (9), that can be rewritten as…”
Section: The Pml Model For Elastodynamicsmentioning
confidence: 99%
“…The numerical method used to solve the elastodynamic equations is based on a first-order original mixed formulation of the equations, described in [14], where the unknowns are the displacement searched in H 1 and some new vectorial unknowns searched in ðL 2 Þ 2 . Since we are not interested here in the effects of the numerical scheme, but in the properties of the continuous model, we have also checked these results with another method, developed in [8,9] and still based on the velocity-stress formulation, but with v in L 2 and r in H ðdivÞ.…”
Section: Some Instructive Numerical Simulationsmentioning
confidence: 99%
“…Details of this mixed formulation may be found in [6]. The spatial discretization is compatible with mass-lumping, which leads to diagonal mass matrices, so that explicit time discretization schemes are obtained.…”
Section: Numerical Implementationmentioning
confidence: 99%
“…The solid contains a number of N r sensors which can act as sources as well. Our data is the response matrix of the scattered field, that is, the difference between the total field obtained in the damaged structure and the incident field corresponding to the response in the healthy structure.Numerical solution of the wave propagation problem is performed using a mixed finite element formulation in terms of the velocity and stress fields [6]. In order to dissociate the response caused by N d different defects, we apply the singular value decomposition (SVD) of the response matrix, while back-propagation of the projection of each singular vector corresponding to a non-zero singular value is performed in order to highlight each defect separately.…”
mentioning
confidence: 99%
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