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Cracking particles: a simplified meshfree method for arbitrary evolving cracks

International Journal for Numerical Methods in Engineering · 2004 · Vol. 61(13) · pp. 2316–2343
Timon RabczukTed Belytschko

Abstract

Abstract A new approach for modelling discrete cracks in meshfree methods is described. In this method, the crack can be arbitrarily oriented, but its growth is represented discretely by activation of crack surfaces at individual particles, so no representation of the crack's topology is needed. The crack is modelled by a local enrichment of the test and trial functions with a sign function (a variant of the Heaviside step function), so that the discontinuities are along the direction of the crack. The discontinuity consists of cylindrical planes centred at the particles in three dimensions, lines centred at the particles in two dimensions. The model is applied to several 2D problems and compared to experimental data. Copyright © 2004 John Wiley & Sons, Ltd.

Numerical methods in engineeringFluid Dynamics Simulations and InteractionsGeotechnical Engineering and Underground StructuresHeaviside step functionClassification of discontinuitiesDiscontinuity (linguistics)Representation (politics)CrackingMeshfree methodsFracture mechanicsStructural engineeringFunction (biology)Materials science

Funding

  • Office of Naval Research
  • Army Research Office
Citations
1,658
FWCI
16.24
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References
63
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International Journal for Numerical Methods in Engineering · 2000 · 1,311 citations
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International Journal of Solids and Structures · 1995 · 409 citations
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