2002
DOI: 10.1002/nme.423
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Non‐local dispersive model for wave propagation in heterogeneous media: one‐dimensional case

Abstract: SUMMARYNon-local dispersive model for wave propagation in heterogeneous media is derived from the higherorder mathematical homogenization theory with multiple spatial and temporal scales. In addition to the usual space-time co-ordinates, a fast spatial scale and a slow temporal scale are introduced to account for rapid spatial uctuations of material properties as well as to capture the long-term behaviour of the homogenized solution. By combining various order homogenized equations of motion the slow time depe… Show more

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Cited by 126 publications
(122 citation statements)
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“…Existing methodologies (see for example [55,56,57]) are based on continuum (or quasi-continuum) enrichment. It remain to be seen if higher order enrichment functions (18 functions in 3D…”
Section: Conclusion and Future Research Directionsmentioning
confidence: 99%
“…Existing methodologies (see for example [55,56,57]) are based on continuum (or quasi-continuum) enrichment. It remain to be seen if higher order enrichment functions (18 functions in 3D…”
Section: Conclusion and Future Research Directionsmentioning
confidence: 99%
“…The interest in this question is not new, see [2] for dispersive limits in the case of large potentials and [3] in the case of high frequency initial data. Likewise, works such as [7,8,9,12] deal with the long time behavior of waves and give formal calculations. Nevertheless, it seems that a rigorous mathematical statement (or even an effective equation) is still missing.…”
Section: Introductionmentioning
confidence: 99%
“…Here, the finite element method will be used for the spatial discretisation, whereas the Newmark time integrator will be adopted to progress the solution in the time domain. The finite element equations of the irreducible form are well established and need not be revisited here -the interested reader is referred to [Fish et al 2002a;2002b;Askes and Aifantis 2011]. For the reducible form, we write u = N u d and σ = N σ s where u and σ are column vectors containing the relevant components of the displacements and Cauchy stresses, respectively.…”
Section: Finite Element Equationsmentioning
confidence: 99%