4.7 Article Proceedings Paper

Numerical aspects of cohesive-zone models

Journal

ENGINEERING FRACTURE MECHANICS
Volume 70, Issue 14, Pages 1743-1757

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/S0013-7944(03)00122-X

Keywords

fracture; failure; cohesive zones; discontinuities; finite element analysis

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The importance of the cohesive-zone approach to analyse localisation and failure in engineering materials is emphasised and various ways to incorporate the cohesive-zone methodology in computational methods are discussed. Numerical representations of cohesive-zone models suffer from a certain mesh bias. For discrete representations this is caused by the initial mesh design, while for smeared representations it is rooted in the ill-posedness of the rate boundary value problem that arises upon the introduction of decohesion. A proper representation of the discrete character of cohesive-zone formulations which avoids any mesh bias can be obtained elegantly when exploiting the partition-of-unity property of finite element shape functions. The effectiveness of this approach is demonstrated by some examples. (C) 2003 Elsevier Science Ltd. All rights reserved.

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