Access the full text.
Sign up today, get DeepDyve free for 14 days.
D. Potts, N. Kovacevic, P. Vaughan (1997)
DELAYED COLLAPSE OF CUT SLOPES IN STIFF CLAYGeotechnique, 47
Z. Chen, N. Morgenstern, D. Chan (1992)
Progressive failure of the Carsington Dam: a numerical studyCanadian Geotechnical Journal, 29
M. Oda, J. Konishi, S. Nemat-Nasser (1982)
Experimental micromechanical evaluation of strength of granular materials: Effects of particle rollingMechanics of Materials, 1
K. Iwashita, M. Oda (1998)
Rolling Resistance at Contacts in Simulation of Shear Band Development by DEMJournal of Engineering Mechanics-asce, 124
H. Muhlhaus (1989)
Application of Cosserat theory in numerical solutions of limit load problems, 59
T. Belytschko, Wing Liu, B. Moran (2000)
Nonlinear Finite Elements for Continua and Structures
W. Ehlers, W. Volk (1998)
On theoretical and numerical methods in the theory of porous media based on polar and non-polar elasto-plastic solid materialsInternational Journal of Solids and Structures, 35
R. Borst (1991)
SIMULATION OF STRAIN LOCALIZATION: A REAPPRAISAL OF THE COSSERAT CONTINUUMEngineering Computations, 8
Wenxiong Huang, S. Sloan, D. Sheng (2014)
Analysis of plane Couette shear test of granular media in a Cosserat continuum approachMechanics of Materials, 69
Xue Zhang, K. Krabbenhøft, D. Pedroso, A. Lyamin, D. Sheng, M. Silva, Dong Wang (2013)
Particle finite element analysis of large deformation and granular flow problemsComputers and Geotechnics, 54
D. Potts, G. Dounias, P. Vaughan (1990)
Finite element analysis of progressive failure of Carsington embankmentGeotechnique, 40
Wenxiong Huang, Ke Xu (2015)
Characteristic lengths in Cosserat continuum modeling of granular materialsEngineering Computations, 32
Huabei Liu, Degao Zou (2013)
Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle BreakageJournal of Engineering Mechanics-asce, 139
S. Bauer, W. Dettmer, D. Peric, M. Schäfer (2012)
Micropolar hyperelasticity: constitutive model, consistent linearization and simulation of 3D scale effectsComputational Mechanics, 50
Li Xi-kui (2008)
Numerical analysis for the effects of constitutive parameters in Cosserat continuum model on the simulation results of the strain localizationChinese Journal of Computational Mechanics
P. Rowe (1991)
A REASSESSMENT OF THE CAUSES OF THE CARSINGTON EMBANKMENT FAILUREGeotechnique, 41
H. Muhlhaus, E. Alfantis (1991)
A variational principle for gradient plasticityInternational Journal of Solids and Structures, 28
M. Larson, Fredrik Bengzon (2013)
The Finite Element Method: Theory, Implementation, and Applications
Xikui Li, Hongxiang Tang (2005)
A consistent return mapping algorithm for pressure-dependent elastoplastic Cosserat continua and modelling of strain localisationComputers & Structures, 83
G. Pijaudier-Cabot, Z. Bažant (1987)
Nonlocal damage theoryJournal of Engineering Mechanics-asce, 113
P. Steinmann (1994)
A micropolar theory of finite deformation and finite rotation multiplicative elastoplasticityInternational Journal of Solids and Structures, 31
R. Borst (1993)
A generalisation of J 2 -flow theory for polar continuaApplied Mechanics and Engineering, 103
H. Zbib, E. Aifantis (1992)
On the gradient-dependent theory of plasticity and shear bandingActa Mechanica, 92
Scientia Sinica, 4
M. Iordache, K. Willam (1998)
Localized failure analysis in elastoplastic Cosserat continuaComputer Methods in Applied Mechanics and Engineering, 151
B. Ebrahimian, A. Noorzad, M. Alsaleh (2012)
Modeling shear localization along granular soil–structure interfaces using elasto-plastic Cosserat continuumInternational Journal of Solids and Structures, 49
R. Borst, L. Sluys (1991)
Localisation in a Cosserat continuum under static and dynamic loading conditionsComputer Methods in Applied Mechanics and Engineering, 90
H. Cramer, R. Findeiß, G. Steinl, W. Wunderlich (1999)
An approach to the adaptive finite element analysis in associated and non-associated plasticity considering localization phenomenaComputer Methods in Applied Mechanics and Engineering, 176
P. Steinmann (1995)
Theory and numerics of ductile micropolar elastoplastic damageInternational Journal for Numerical Methods in Engineering, 38
Wenxiong Huang, K. Nübel, E. Bauer (2002)
Polar extension of a hypoplastic model for granular materials with shear localizationMechanics of Materials, 34
Geotechnique, 37
Chinese Journal Engineering Mechanicals, 29
A. Khoei, S. Gharehbaghi, A. Tabarraie, A. Riahi (2007)
Error estimation, adaptivity and data transfer in enriched plasticity continua to analysis of shear band localizationApplied Mathematical Modelling, 31
S. Bauer, W. Dettmer, Dunja Perić, M. Schäfer (2012)
Micropolar hyper‐elastoplasticity: constitutive model, consistent linearization, and simulation of 3D scale effectsInternational Journal for Numerical Methods in Engineering, 91
A. Troncone (2005)
Numerical analysis of a landslide in soils with strain-softening behaviourGeotechnique, 55
J. Tejchman, E. Bauer (1996)
Numerical simulation of shear band formation with a polar hypoplastic constitutive modelComputers and Geotechnics, 18
M. Manzari (2004)
Application of micropolar plasticity to post failure analysis in geomechanicsInternational Journal for Numerical and Analytical Methods in Geomechanics, 28
Li Xi-kui (2007)
Finite element analysis of Cosserat continuum for progressive failure and limit bearing capacity of soil foundationRock and Soil Mechanics
Xue Zhang, K. Krabbenhøft, D. Sheng, Weichao Li (2015)
Numerical simulation of a flow-like landslide using the particle finite element methodComputational Mechanics, 55
A. Skempton, P. Vaughan (1993)
The failure of Carsington DamGeotechnique, 43
P. Vermeer, R. Borst (1984)
Non-Associated Plasticity for Soils, Concrete and Rock, 29
G. Pande, S. Pietruszczak (1986)
Symmetric tangential stiffness formulation for non-associated plasticityComputers and Geotechnics, 2
Hongxiang Tang, Zhaolong Hu, Xikui Li (2013)
THREE-DIMENSIONAL PRESSURE-DEPENDENT ELASTOPLASTIC COSSERAT CONTINUUM MODEL AND FINITE ELEMENT SIMULATION OF STRAIN LOCALIZATIONInternational Journal of Applied Mechanics, 05
Xikui Li, Junbo Zhang, Hongwu Zhang (2002)
Instability of wave propagation in saturated poroelastoplastic mediaInternational Journal for Numerical and Analytical Methods in Geomechanics, 26
Computers Geotechnics, 19
PurposeThis paper aims to develop a finite element analysis strategy, which is suitable for the analysis of progressive failure that occurs in pressure-dependent materials in practical engineering problems.Design/methodology/approachThe numerical difficulties stemming from the strain-softening behaviour of the frictional material, which is represented by a non-associated Drucker–Prager material model, is tackled using the Cosserat continuum theory, while the mixed finite element formulation based on Hu–Washizu variational principle is adopted to allow the utilization of low-order finite elements.FindingsThe effectiveness and robustness of the low-order finite element are verified, and the simulation for a real-world landslide which occurred at the upstream side of Carsington embankment in Derbyshire reconfirms the advantages of the developed elastoplastic Cosserat continuum scheme in capturing the entire progressive failure process when the strain-softening and the non-associated plastic law are involved.Originality/valueThe permit of using low-order finite elements is of great importance to enhance computational efficiency for analysing large-scale engineering problems. The case study reconfirms the advantages of the developed elastoplastic Cosserat continuum scheme in capturing the entire progressive failure process when the strain-softening and the non-associated plastic law are involved.
Engineering Computations: International Journal for Computer-Aided Engineering and Software – Emerald Publishing
Published: Apr 18, 2017
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.