2008
DOI: 10.1016/j.jsv.2008.04.039
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Modelling wave propagation in two-dimensional structures using finite element analysis

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Cited by 322 publications
(191 citation statements)
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“…where T denotes the transpose and q n is the vector of nodal dofs of all the elements nodes which lie on the nth corner of the element [24]. Following the same logic, the vector of nodal force is given by…”
Section: Description Of the Wfemmentioning
confidence: 99%
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“…where T denotes the transpose and q n is the vector of nodal dofs of all the elements nodes which lie on the nth corner of the element [24]. Following the same logic, the vector of nodal force is given by…”
Section: Description Of the Wfemmentioning
confidence: 99%
“…where * stands for the conjugate transpose, T for the temperature, φ for the angle that is examined, V j is the displacement vector associated with the jth propagating wave and is obtained from the wave mode q 1j [24] and the components of the wavenumber k xj and k yj give:…”
Section: Loss Factormentioning
confidence: 99%
See 1 more Smart Citation
“…In this case, SAFE can be used to model the inner layers of the waveguide, and the SAFE model is then coupled to other boundary models of the infinite surrounding layer, such as the perfectly matched layer (PML) method [21][22][23], the boundary element method (BEM) [24], the infinite element method [25], or the absorbing layer method [26]. In addition to SAFE, other numerical techniques are available for calculating the eigenmodes of guided waves, such as the BEM [27,28], the wave finite element method (WFE) [29][30][31][32] and the scaled boundary finite element method (SBFEM) [33][34][35][36]. BEM represents exactly the radiation boundary condition and reduces the dimensions of the numerical problem by one.…”
Section: Introductionmentioning
confidence: 99%
“…The novelty of the method consists in the development of a frequency dependent procedure for defining the SEA subsystems. A promising approach is the wave and finite element (WFE) method to modelling the dynamics of structures which are piecewise homogeneous or periodic in one or two dimensions or which are axisymmetric [9].…”
Section: Introductionmentioning
confidence: 99%