Explicit asynchronous time scheme with local push-forward stepping for discontinuous elastic wave propagation: One-dimensional heterogeneous cases and Hopkinson bar experiment

Author:

Dvořák RadimORCID,Kolman Radek,Fíla Tomáš,Falta Jan,Park K.C.

Funder

Grantová Agentura České Republiky

Institute of Thermomechanics Czech Academy of Sciences

České Vysoké Učení Technické v Praze

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Applied Mathematics,Modeling and Simulation,Computational Mathematics

Reference45 articles.

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2. The Finite Element Method: Linear Static and Dynamic Finite Element Analysis;Hughes,2000

3. A survey of direct time-integration methods in computational structural dynamics—II. Implicit methods;Subbaraj;Comput. Struct.,1989

4. Comparative study of numerical explicit time integration algorithms;Rio;Adv. Eng. Softw.,2005

5. Explicit time integration algorithms for structural dynamics with optimal numerical dissipation;Hulbert;Comput. Methods Appl. Mech. Engrg.,1996

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