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A finite element method for crack growth without remeshing

International Journal for Numerical Methods in Engineering · 1999 · Vol. 46(1) · pp. 131–150
Nicolas Mo�sJohn E. DolbowTed Belytschko

Abstract

An improvement of a new technique for modelling cracks in the finite element framework is presented. A standard displacement-based approximation is enriched near a crack by incorporating both discontinuous fields and the near tip asymptotic fields through a partition of unity method. A methodology that constructs the enriched approximation from the interaction of the crack geometry with the mesh is developed. This technique allows the entire crack to be represented independently of the mesh, and so remeshing is not necessary to model crack growth. Numerical experiments are provided to demonstrate the utility and robustness of the proposed technique. Copyright © 1999 John Wiley & Sons, Ltd.

Numerical methods in engineeringFatigue and fracture mechanicsProbabilistic and Robust Engineering DesignPartition of unityFinite element methodRobustness (evolution)Extended finite element methodPolygon meshPartition (number theory)Structural engineeringDisplacement (psychology)MathematicsComputer science

Funding

  • U.S. Department of Energy
  • Northwestern University
  • Office of Naval Research
Citations
6,126
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35.34
field-weighted impact
References
17
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References
The partition of unity finite element method: Basic theory and applications
Computer Methods in Applied Mechanics and Engineering · 1996 · 3,361 citations
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