1995
DOI: 10.1006/jsvi.1995.0153
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On the direct solution of wave propagation for repetitive structures

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Cited by 204 publications
(147 citation statements)
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“…Denote as n the number of DOFs on the left (or right) edge of the substructure. Following the WFE framework [4,3], the wave modes are sought as the solutions of an eigenproblem of the form Sφ j = µ j φ j in which S is a 2n × 2n symplectic matrix expressed by…”
Section: Wave Mode Computationmentioning
confidence: 99%
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“…Denote as n the number of DOFs on the left (or right) edge of the substructure. Following the WFE framework [4,3], the wave modes are sought as the solutions of an eigenproblem of the form Sφ j = µ j φ j in which S is a 2n × 2n symplectic matrix expressed by…”
Section: Wave Mode Computationmentioning
confidence: 99%
“…It makes use of the wave finite element (WFE) method which aims at assessing numerical wave modes traveling along periodic systems [3,4,5]. Within this framework, a so-called hybrid WFE/FE superelement is formulated which consists in a rectangular acoustic domain, with a periodic FE mesh, surrounded by an arbitrary-meshed FE layer with a small width.…”
Section: Introductionmentioning
confidence: 99%
“…The WFE method requires the mass and stiffness matrices (M, K) of a typical substructure (see Figure 2) to be known; it uses a state vector representation [6] for linking the kinematic variables -i.e. displacements q and forces F -expressed over the left or right cross-section of a substructure k to those expressed over a similar cross-section (either left or right) for an adjacent substructure k − 1.…”
Section: Figurementioning
confidence: 99%
“…In other words, these matrix formulations exhibit sizes that are expected to be much smaller compared to what is encountered when using other types of reduced-order models (e.g. component mode synthesis [7], Krylov subspace techniques [8] or proper orthogonal decom- 1 These wave shapes are provided using a discretization scheme for the cross-section that results from a finite element (FE) modeling of a small substructure [6]. 2 position [9]), yielding extra CPU time savings.…”
Section: Introductionmentioning
confidence: 99%
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