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A finite element method for crack growth without remeshing

1999·6.183 Zitationen·International Journal for Numerical Methods in EngineeringOpen Access
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6.183

Zitationen

3

Autoren

1999

Jahr

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.

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Autoren

Institutionen

Themen

Numerical methods in engineeringFatigue and fracture mechanicsProbabilistic and Robust Engineering Design
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