Journal
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING
Volume 78, Issue 5, Pages 528-563Publisher
WILEY
DOI: 10.1002/nme.2495
Keywords
mesh adaptivity; error estimation; quasi-brittle materials; discontinuity; cohesive zone model; finite element method; partition of unity; cohesive crack
Ask authors/readers for more resources
Discontinuous failure is simulated via the introduction of a geometrical discontinuity. The cohesive zone is modelled via the use of the partition-of-unity property of the finite element interpolation. By this approach, a crack can pass through the elements without any restriction to the underlying mesh. Despite such a feature, it has been confirmed that a sufficiently fine mesh discretization still needs to be ensured in order to obtain a correct crack path and mechanical response. The p-adaptive scheme, driven by error in an energy norm measure or a goal-oriented measure, has been examined due to its implementational simplicity. The results have shown that, if considering only increasing the polynomial degree, the p-approach can greatly improve the results. Copyright (C) 2008 John Wiley & Sons, Ltd.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available