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A Combined Element-Free Galerkin Method/ Arbitrary Lagrangian-Eulerian Formulation for Dynamic Crack Propagation

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IUTAM Symposium on Non-linear Singularities in Deformation and Flow

Abstract

The Element Free Galerkin (EFG) method is an alternative to the finite element method (FEM) which is an industrial standard tool for solving a wide variety of mechanics problems. However, for some highly nonlinear problems, some difficulties are not yet totally overcome. These difficulties generally arise from the inherent structure of the FEM and the topological knowledge it requires, namely the rigid connectivity defined by elements. In fracture problems, for instance, finite element edges provide natural lines along which cracks can grow. However, if the crack path is not known a priori, FEM requires remeshing in order to follow an arbitrary crack path.

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References

  1. T. Belytschko, Y. Krongauz, M. Fleming, D. Organ, and W. K. Liu. Smoothing and accelerated computations in the element-free Galerkin method. J. Computational and Applied Mathematics, submitted for publication.

    Google Scholar 

  2. T. Belytschko, Y. Y. Lu, and L. Gu. Crack propagation by element-free Galerkin methods. Engineering Fracture Mechanics, 51(2):295–315, 1995.

    Article  Google Scholar 

  3. T. Belytschko, Y. Y. Lu, L. Gu, and M. Tabbara. Element-free Galerkin methods for static and dynamic fracture. International Journal of Solids and Structures, 32(17–18):2547–2570, 1995.

    Article  MATH  Google Scholar 

  4. T. Belytschko, Y.Y. Lu, and L. Gu. Element-free Galerkin methods. International Journal of Numerical Methods in Engineering, 37:229–256, 1994.

    Article  MathSciNet  MATH  Google Scholar 

  5. T. Belytschko, D. Organ, and Y. Krongauz. A coupled finite element-element-free Galerkin method. Computational Mechanics, 17:186–195, 1995.

    Article  MathSciNet  MATH  Google Scholar 

  6. T. Belytschko and M. Tabbara. Dynamic fracture using element-free Galerkin methods. International Journal of Numerical Methods in Engineering, 39:923–938, 1996.

    Article  MATH  Google Scholar 

  7. J. Donéa. Arbitrary Lagrangian-Eulerian finite element methods. In T. Belytschko and T.J.R. Hughes, editors, Computational Methods for Transient Analysis, chapter 10, pages 474–516. North Holland, 1983.

    Google Scholar 

  8. L. B. Freund. Dynamic Fracture Mechanics. Cambridge University Press, 1990.

    Google Scholar 

  9. T.J.R. Hughes, W.K. Liu, and T.K. Zimmerman. Lagrangian Eulerian finite element formulation for incompressible viscous flows. Computer Methods in Applied Mechanics and Engineering,29:329–349, 1981.

    Article  MathSciNet  MATH  Google Scholar 

  10. J.F. Kalthoff and S. Winkler. Failure mode transition at high rates of shear loading. In Chiem C.Y., Kunze H.D., and Meyer L.W., editors, Impact Loading and Dynamic Behaviour of Materials, volume 1, pages 185–195, 1987.

    Google Scholar 

  11. P. Krysl and T. Belytschko. Element-free galerkin method: Convergence of the continuous and discontinuous shape functions. Computer Methods in Applied Mechanics and Engineering, accepted for publication.

    Google Scholar 

  12. T. Nakamura, C.F. Shih, and L.B. Freund. Computational methods based on an energy integral in dynamic fracture. International Journal of Fracture, 27:229–243, 1985.

    Article  Google Scholar 

  13. J.P. Ponthot. A Finite Element Unified Treatment of Continuum Mechanics for Solids Submitted to Large Strains. PhD thesis, Université de Liège, Liège, Belgium, 1995. In French.

    Google Scholar 

  14. J.P. Ponthot and T. Belytschko. Arbitrary Lagrangian-Eulerian formulation for Element-Free Galerkin method. Computer Methods in Applied Mechanics and Engineering, submitted for publication.

    Google Scholar 

  15. D. Swenson and A.R. Ingraffea. Modeling mixed-mode dynamic crack propagation using finite elements: Theory and applications. Comput. Mech., 3:381–397, 1988.

    Article  MATH  Google Scholar 

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© 1999 Springer Science+Business Media Dordrecht

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Ponthot, JP., Belytschko, T. (1999). A Combined Element-Free Galerkin Method/ Arbitrary Lagrangian-Eulerian Formulation for Dynamic Crack Propagation. In: Durban, D., Pearson, J.R.A. (eds) IUTAM Symposium on Non-linear Singularities in Deformation and Flow. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-4736-1_19

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  • DOI: https://doi.org/10.1007/978-94-011-4736-1_19

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-5991-6

  • Online ISBN: 978-94-011-4736-1

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