A size-dependent constitutive modelling framework for localised failure analysis-Reference-Cited by-同舟云学术

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A size-dependent constitutive modelling framework for localised failure analysis

Published:2016-04-21 Issue:2 Volume:58 Page:257-280
ISSN:0178-7675
Container-title:Computational Mechanics
language:en
Short-container-title:Comput Mech

Author:

Nguyen Giang D.,Nguyen Chi T.,Nguyen Vinh P.,Bui Ha H.,Shen Luming

Funder

Australian Research Council

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,Computational Mathematics,Computational Theory and Mathematics,Mechanical Engineering,Ocean Engineering,Computational Mechanics

Link

http://link.springer.com/content/pdf/10.1007/s00466-016-1293-z.pdf

Reference88 articles.

1. Chemenda AI, Nguyen SH, Petit JP, Ambre J (2011) Mode I cracking versus dilatancy banding: Experimental constraints on the mechanisms of extension fracturing. J Geophys Res 116(B4):B11404

2. Desrues J, Viggiani G (2004) Strain localisation in sand: an overview of the experimental results obtained in Grenoble using stereophotogrammetry. Int J Numer Anall Methods Geomech 28(4):279–321

3. Drescher A, Vardoulakis I, Chunhua H (1990) A biaxial apparatus for testing soils. Geotech Test J 13:226–234

4. Du Bernard X, Eichhubl P, Aydin A (2002) Dilation bands: a new form of localised failure in granular media. Geophys Res Lett 29(24):29–31

5. Finno RJ, Harris WW, Mooney MA, Viggiani G (1997) Shear bands in plane strain compression of loose sand. Geotechnique 47(1):149–165

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