A new generalized finite element method for two-scale simulations of propagating cohesive fractures in 3-D-Reference-Cited by-同舟云学术

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A new generalized finite element method for two-scale simulations of propagating cohesive fractures in 3-D

Published:2015-06-01 Issue:13 Volume:104 Page:1139-1172
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int. J. Numer. Meth. Engng

Author:

Kim J.¹,Duarte C. A.¹^ORCID

Affiliation:

1. Department of Civil and Environmental Engineering; University of Illinois at Urbana-Champaign; 205 North Mathews Avenue Urbana 61801 IL USA

Funder

National Science Foundation

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/nme.4954/fullpdf

Reference117 articles.

1. Influence of shear parameters on mixed-mode fracture of concrete;Gálvez;International Journal of Fracture,2002

2. The double torsion loading configuration for fracture propagation: an improved methodology for the load-relaxation at constant displacement;Ciccotti;International Journal of Rock Mechanics and Mining Sciences,2000

3. Formation of shear bands in sand bodies as a bifurcation problem;Vardoulakis;International Journal for Numerical and Analytical Methods in Geomechanics,1978

4. New finite elements with embedded strong discontinuities in the finite deformation range;Armero;Computer Methods in Applied Mechanics and Engineering,2008

5. An analysis of strong discontinuities in multiplicative finite strain plasticity and their relation with the numerical simulation of strain localization in solids;Armero;International Journal of Solids and Structures,1996

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