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Inconsistency errors of constant velocity multi-time step integration algorithms

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Języki publikacji
EN
Abstrakty
EN
Previously known multi-time step integration methods for finite element computations in structural dynamics have been shown to be unstable due to interpolation error propagation. New algorithms of multi-time step integration based on constant velocity during subcycling are investigated. The assumption of constant velocity gives linear variation of displacements so the errors connected to interpolation at the interface between different time step partitions are eliminated. As a consequence, the new constant velocity algorithms give bounded solutions and have been shown to be conditionally stable by their authors. However, numerical investigation demonstrates that if time steps close to the stability limit are used, the errors for higher natural modes are so huge that the obtained solutions can only be considered as incorrect. The main reason for this behaviour is that the constant velocity time integration algorithms are inconsistent. Displacements can be calculated either by direct integration or from the equation of motion leading to different solutions. Based on the numerical results it is concluded that use of time steps below stability limit is insufficient to assure proper solutions. Therefore, significant time step reductions are often required to assure acceptable error levels. As a consequence, the new subcycling algorithms can be more expensive than ordinary time integration. Because they also lead to larger errors the constant velocity subcycling algorithms are useless from practical point of view. Since subcycling is available as an option in LS-DYNA a serious warning is issued to potential users.
Słowa kluczowe
Rocznik
Strony
121--139
Opis fizyczny
Bibliogr. 9 poz., wykr.
Twórcy
  • Division of Structural Mechanics, Department of Civil and Mining Engineering, Lulea University of Technology, SE-971 87, Lulea, Sweden
Bibliografia
  • [1] T. Belytschko, Y.Y. Lu. Explicit multi-time step integration for first and second order finite element semidiscretizations. Comput. Methods Appl. Mech. Engrg., 108: 353-383, 1993.
  • [2] T. Belytschko, R. Mullen. Mesh partitions of explicit—implicit time integration. In: Proc. U.S.—German Symp. on Formulations and Computational Algorithms in Finite Element Analysis, Massachussetts Institute of Technology, Cambridge, MA, 1976.
  • [3] T. Belytschko, H.-J. Yen, R. Mullen. Mixed methods for time integration. Comput. Methods Appl. Mech. Engrg., 17/18: 259-275, 1979.
  • [4] R.D. Cook, D.S. Malkus, M.E. Plesha. Concepts and applications of finite element analysis, 3rd ed. John Wiley and Sons, New York, 1989.
  • [5] W.J.T. Daniel. A study of stability of subcycling algorithms in structural dynamics. Comput. Methods Appl. Mech. Engrg., 156: 1-13, 1998.
  • [6] M. Klisiński, A. Mostrom. Mixed integration for transient dynamic problems. In: Nils-Erik Wiberg, ed., FEM-94 A seminar on nonlinear and time dependent problems, Report 94:1. Chalmers University of Technology, May 2-3, Goteborg, Sweden, 1994.
  • [7] M. Klisiński, A. Mostrom. On stability of multi-time step integration procedures. Journal of Engineering Mechanics, ASCE, 124: 783-793, 1998.
  • [8] LS-DYNA User's Manual — Nonlinear Dynamic Analysis of Structures in Three Dimensions, Version 940. Liv- ermore Software Technology Corporation, 1997.
  • [9] P. Smoliński, S. Sleight, T. Belytschko. Stability of an explicit multi-time step integration algorithm for linear structural dynamics equations. Comput. Mech., 18: 236-244, 1996. Computer Assisted Mechanics and Engineering Sciences, 8: 141-153, 2001.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB1-0006-0034
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