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Erschienen in: Computational Mechanics 6/2019

01.11.2018 | Original Paper

A waveform relaxation Newmark method for structural dynamics problems

verfasst von: Marco Pasetto, Haim Waisman, J. S. Chen

Erschienen in: Computational Mechanics | Ausgabe 6/2019

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Abstract

In the conventional Newmark family for time integration of hyperbolic problems, both explicit and implicit methods are inherently sequential in the time domain and not well suited for parallel implementations due to unavoidable processor communication at every time step. In this work we propose a Waveform Relaxation Newmark (WRN\(_\beta \)) algorithm for the solution of linear second-order hyperbolic systems of ODEs in time, which retains the unconditional stability of the implicit Newmark scheme with the advantage of the lower computational cost of explicit time integration schemes. This method is unstructured in the time domain and is well suited for parallel implementation. We consider a Jacobi and Gauss–Seidel type splitting and study their convergence and stability. The performance of the WRN\(_\beta \) algorithm is compared to a standard implicit Newmark method and the obtained results confirm the effectiveness of the Waveform Relaxation Newmark algorithm as a new class of more efficient time integrators, which is applicable, as shown in the numerical examples, to both the finite element method and meshfree methods (e.g. the reproducing kernel particle method).

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Metadaten
Titel
A waveform relaxation Newmark method for structural dynamics problems
verfasst von
Marco Pasetto
Haim Waisman
J. S. Chen
Publikationsdatum
01.11.2018
Verlag
Springer Berlin Heidelberg
Erschienen in
Computational Mechanics / Ausgabe 6/2019
Print ISSN: 0178-7675
Elektronische ISSN: 1432-0924
DOI
https://doi.org/10.1007/s00466-018-1646-x

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