2015
DOI: 10.1002/nme.5174
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Efficient implementation of an explicit partitioned shear and longitudinal wave propagation algorithm

Abstract: SUMMARYThe paper complements and extends the previous works on partitioned explicit wave propagation analysis methods, which were presented for discontinuous wave propagation problems in solids. An efficient implementation of the partitioned explicit wave propagation analysis methods is introduced. The present implementation achieves about 25% overall computational effort compared with the previous implementation with the same accuracy. The present algorithm tracks, with different integration time step sizes i… Show more

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Cited by 10 publications
(10 citation statements)
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References 83 publications
(218 reference statements)
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“…This is the premise to apply SMS only on the wanted mode, volumetric mode in this work. Similar decomposition can be found in , where decomposition is realized modally .…”
Section: Separation Of Shear and Volumetric Eigenmodesmentioning
confidence: 64%
See 1 more Smart Citation
“…This is the premise to apply SMS only on the wanted mode, volumetric mode in this work. Similar decomposition can be found in , where decomposition is realized modally .…”
Section: Separation Of Shear and Volumetric Eigenmodesmentioning
confidence: 64%
“…For nonlinear materials, no iteration is required in the explicit method. Moreover, it is known that the implicit methods lead to the pre‐shock oscillations and the explicit methods lead to the post‐shock oscillations, see in . For wave propagation simulations, the latter case is more interesting.…”
Section: Resultsmentioning
confidence: 99%
“…In the future, the results of this paper will be used for verification of numerical methods applied to wave problems in solids [41] and for numerical dispersion studies in finite element analysis [42] and isogeometric analysis [43].…”
Section: Discussionmentioning
confidence: 97%
“…The nominated numerical method for wave propagation in heterogeneous materials is based on the algorithm presented by Park in [4,6]. This scheme has been reformulated into the two-time step scheme in [10]. The used time stepping process is consisted of following two computational steps for the predictor-corrector form for numerically elimination of spurious stress oscillations close to wavefront and dispersive properties of the finite element method [5] as follows: STEP 1.…”
Section: An Explicit Time Scheme With Local Time Stepping: One Dimensmentioning
confidence: 99%