Article (Scientific journals)
A one Field Full Discontinuous Galerkin Method for Kirchhoff-Love Shells Applied to Fracture Mechanics
Becker, Gauthier; Geuzaine, Christophe; Noels, Ludovic
2011In Computer Methods in Applied Mechanics and Engineering, 200 (45-46), p. 3223-3241
Peer Reviewed verified by ORBi
 

Files


Full Text
2011_CMAME_FRACSHELL.pdf
Author postprint (12.39 MB)
(c) Elsevier
Download
Annexes
CFRAC2011.pdf
Publisher postprint (4.91 MB)
Conference CFRAC 2011 pdf
Download

NOTICE: this is the author's version of a work that was accepted for publication in Computer Methods in Applied Mechanics and Engineering. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Computer Methods in Applied Mechanics and Engineering 200:45-46, 2011, 3223-3241, 10.1016/j.cma.2011.07.008


All documents in ORBi are protected by a user license.

Send to



Details



Keywords :
Discontinuous Galerkin method; shells; Kirchhoff-Love; finite-elements; fracture mechanics; cohesive element
Abstract :
[en] In order to model fracture, the cohesive zone method can be coupled in a very efficient way with the Finite Element method. Nevertheless, there are some drawbacks with the classical insertion of cohesive elements. It is well known that, on one the hand, if these elements are present before fracture there is a modification of the structure stiffness, and that, on the other hand, their insertion during the simulation requires very complex implementation, especially with parallel codes. These drawbacks can be avoided by combining the cohesive method with the use of a discontinuous Galerkin formulation. In such a formulation, all the elements are discontinuous and the continuity is weakly ensured in a stable and consistent way by inserting extra terms on the boundary of elements. The recourse to interface elements allows to substitute them by cohesive elements at the onset of fracture. The purpose of this paper is to develop this formulation for Kirchhoff-Love plates and shells. It is achieved by the establishment of a full DG formulation of shell combined with a cohesive model, which is adapted to the special thickness discretization of shell formulation. In fact, this cohesive model is applied on resulting reduced stresses which are the basis of thin structures formulations. Finally, numerical examples demonstrate the efficiency of the method.
Disciplines :
Materials science & engineering
Mechanical engineering
Author, co-author :
Becker, Gauthier ;  Université de Liège - ULiège > Département d'aérospatiale et mécanique > Computational & Multiscale Mechanics of Materials (CM3)
Geuzaine, Christophe  ;  Université de Liège - ULiège > Dép. d'électric., électron. et informat. (Inst.Montefiore) > Applied and Computational Electromagnetics (ACE)
Noels, Ludovic  ;  Université de Liège - ULiège > Département d'aérospatiale et mécanique > Computational & Multiscale Mechanics of Materials (CM3)
Language :
English
Title :
A one Field Full Discontinuous Galerkin Method for Kirchhoff-Love Shells Applied to Fracture Mechanics
Publication date :
October 2011
Journal title :
Computer Methods in Applied Mechanics and Engineering
ISSN :
0045-7825
eISSN :
1879-2138
Publisher :
Elsevier Science, Lausanne, Switzerland
Volume :
200
Issue :
45-46
Pages :
3223-3241
Peer reviewed :
Peer Reviewed verified by ORBi
Funders :
FRIA - Fonds pour la Formation à la Recherche dans l'Industrie et dans l'Agriculture [BE]
Available on ORBi :
since 01 August 2011

Statistics


Number of views
240 (67 by ULiège)
Number of downloads
531 (23 by ULiège)

Scopus citations®
 
21
Scopus citations®
without self-citations
11
OpenCitations
 
21

Bibliography


Similar publications



Contact ORBi