A well-conditioned and optimally convergent XFEM for 3D linear elastic fracture-Reference-Cited by-同舟云学术

A well-conditioned and optimally convergent XFEM for 3D linear elastic fracture

Published:2015-08-27 Issue:9 Volume:105 Page:643-677
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int. J. Numer. Meth. Engng

Author:

Agathos Konstantinos¹,Chatzi Eleni²,Bordas Stéphane P. A.³⁴^ORCID,Talaslidis Demosthenes¹

Affiliation:

1. Institute of Structural Analysis and Dynamics of Structures, Department of Civil Engineering; Aristotle University of Thessaloniki; Panepistimioupolis Mail Stop 502 Thessaloniki 54124 Greece

2. Institute of Structural Engineering; Department of Civil, Environmental and Geomatic Engineering; ETH Zürich, Stefano-Franscini-Platz 5 CH-8093 Zürich Switzerland

3. Research Unit in Engineering Science; Luxembourg University; 6 rue Richard Coudenhove-Kalergi Luxembourg City L-1359 Luxembourg

4. Institute of Theoretical, Applied and Computational Mechanics; Cardiff University; Cardiff CF24 3AA UK

Funder

Swiss National Science Foundation

EPSRC

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/nme.4982/fullpdf

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3. An isogeometric boundary element method for elastostatic analysis: 2D implementation aspects;Simpson;Computers & Structures,2013

4. Element-free Galerkin methods;Belytschko;International Journal for Numerical Methods in Engineering,1994

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