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References (40)
-
Tao Li, H. Meissner (2002)
Two-Surface Plasticity Model for Cyclic Undrained Behavior of ClaysJournal of Geotechnical and Geoenvironmental Engineering, 128
-
K. Liu, S. Chen, G. Voyiadjis (2019)
Integration of anisotropic modified Cam Clay model in finite element analysis: Formulation, validation, and applicationComputers and Geotechnics, 116
-
J. Simo, R. Taylor (1985)
Consistent tangent operators for rate-independent elastoplasticity☆Computer Methods in Applied Mechanics and Engineering, 48
-
Ronaldo Borja, Seung Lee (1990)
Cam-Clay plasticity, part I: implicit integration of elastoplastic constitutive relationsApplied Mechanics and Engineering, 78
-
R. Borja, Chaoning Lin, F. Montáns (2001)
Cam-Clay plasticity, Part IV : Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading functionComputer Methods in Applied Mechanics and Engineering, 190
-
G. Morena, L. Asensio, V. Navarro, Á. Yustres (2017)
A simple procedure to improve the explicit integration of Cam-Clay modelsComputers and Geotechnics, 81
-
T. Wichtmann, T. Triantafyllidis (2018)
Monotonic and cyclic tests on kaolin: a database for the development, calibration and verification of constitutive models for cohesive soils with focus to cyclic loadingActa Geotechnica, 13
-
Cun Hu, Haixiao Liu (2014)
Implicit and explicit integration schemes in the anisotropic bounding surface plasticity model for cyclic behaviours of saturated clayComputers and Geotechnics, 55
-
PanayidesS., RouainiaM., Muir WoodD. (2012)
Influence of degradation of structure on the behaviour of a full-scale embankmentCanadian Geotechnical Journal, 49
-
Critical state models in computational geomechanics
Engineering Computations, 5
-
Pin‐Qiang Mo, Hai-Sui Yu (2017)
Undrained Cavity-Contraction Analysis for Prediction of Soil Behavior around TunnelsInternational Journal of Geomechanics, 17
-
Jian Li, S. Chen, Lingfa Jiang (2016)
On implicit integration of the bounding surface model based on swell–shrink rulesApplied Mathematical Modelling, 40
-
Y. Dafalias (1986)
An anisotropic critical state soil plasticity modelMechanics Research Communications, 13
-
S. Sloan, A. Abbo (1999)
BIOT CONSOLIDATION ANALYSIS WITH AUTOMATIC TIME STEPPING AND ERROR CONTROL PART 1: THEORY AND IMPLEMENTATIONInternational Journal for Numerical and Analytical Methods in Geomechanics, 23
-
R. Xu, X. Wang, Xue-ning Rong (2014)
Macro- and Meso-Scale Parametric Analysis of Egg-shaped Yield Surface of Structural SoilInternational Journal of Offshore and Polar Engineering, 24
-
A. Abbo, S. Sloan (1995)
A smooth hyperbolic approximation to the Mohr-Coulomb yield criterionComputers & Structures, 54
-
R. Liang, F. Ma (1992)
Anisotropic Plasticity Model for Undrained Cyclic Behavior of Clays. I: TheoryJournal of Geotechnical Engineering, 118
-
R. Lagioia, A. Puzrin, D. Potts (1996)
A new versatile expression for yield and plastic potential surfacesComputers and Geotechnics, 19
-
A. Gens, D. Potts (1988)
Critical state models in computational geomechanicsInternational Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 26
-
S. Wheeler, A. Naatanen, M. Karstunen, M. Lojander (2003)
An anisotropic elastoplastic model for soft claysCanadian Geotechnical Journal, 40
-
M. Hyodo, Yoichi Yamamoto, M. Sugiyama (1994)
Undrained Cyclic Shear Behaviour of Normally Consolidated Clay Subjected to Initial Static Shear StressSoils and Foundations, 34
-
(1993)
Egg-shaped yield function of geotechnical engineering materials -
M. Homel, J. Guilkey, R. Brannon (2015)
Numerical solution for plasticity models using consistency bisection and a transformed-space closest-point return: a nongradient solution methodComputational Mechanics, 56
-
M. Lloret-Cabot, S. Sloan, D. Sheng, A. Abbo (2016)
Error behaviour in explicit integration algorithms with automatic substeppingInternational Journal for Numerical Methods in Engineering, 108
-
Weizheng Liu, M. Shi, L. Miao, Linrong Xu, Dingwen Zhang (2013)
Constitutive modeling of the destructuration and anisotropy of natural soft clayComputers and Geotechnics, 51
-
Yida Zhang, G. Buscarnera (2016)
Implicit integration under mixed controls of a breakage model for unsaturated crushable soilsInternational Journal for Numerical and Analytical Methods in Geomechanics, 40
-
D. Sheng, S. Sloan, Hai-Sui Yu (2000)
Aspects of finite element implementation of critical state modelsComputational Mechanics, 26
-
M. Manzari, K. Yonten (2014)
ON IMPLEMENTATION AND PERFORMANCE OF AN ANISOTROPIC CONSTITUTIVE MODEL FOR CLAYSInternational Journal of Computational Methods, 11
-
Xinglei Cheng, Jianhua Wang, Zhexue Wang (2016)
Incremental elastoplastic FEM for simulating the deformation process of suction caissons subjected to cyclic loads in soft claysApplied Ocean Research, 59
-
Cun Hu, Haixiao Liu, Wei Huang (2012)
Anisotropic bounding-surface plasticity model for the cyclic shakedown and degradation of saturated clayComputers and Geotechnics, 44
-
K. Roscoe, J. Burland (1968)
ON THE GENERALIZED STRESS-STRAIN BEHAVIOUR OF WET CLAY -
Wenqing Wang, M. Datcheva, T. Schanz, O. Kolditz (2006)
A sub-stepping approach for elasto-plasticity with rotational hardeningComputational Mechanics, 37
-
R. Crouch, J. Wolf (1995)
On a three-dimensional anisotropic plasticity model for soilGeotechnique, 45
-
K. Roscoe, A. Schofield, A. Thurairajah (1963)
Yielding of Clays in States Wetter than CriticalGeotechnique, 13
-
S. Stupkiewicz, R. Denzer, A. Piccolroaz, D. Bigoni (2014)
Implicit yield function formulation for granular and rock-like materialsComputational Mechanics, 54
-
M. Manzari, Rung Prachathananukit (2001)
On integration of a cyclic soil plasticity modelInternational Journal for Numerical and Analytical Methods in Geomechanics, 25
-
X. Riqing, Y. Linde (1997)
STRESS-STRAIN CONSTITUTIVE RELATIONSHIP OF BOUNDARY SURFACE OF SOILSJournal of Tongji University, 25
-
A. Amorosi, D. Boldini, V. Germano (2008)
Implicit integration of a mixed isotropic–kinematic hardening plasticity model for structured claysInternational Journal for Numerical and Analytical Methods in Geomechanics, 32
-
M. Rouainia, D. Wood (2001)
Implicit numerical integration for a kinematic hardening soil plasticity modelInternational Journal for Numerical and Analytical Methods in Geomechanics, 25
-
N. Bićanić, C. Pearce (1996)
Computational aspects of a softening plasticity model for plain concreteMechanics of Cohesive-frictional Materials, 1
- Publisher
- Emerald Publishing
- Copyright
- © Emerald Publishing Limited
- ISSN
- 0264-4401
- DOI
- 10.1108/ec-01-2022-0019
- Publisher site
- See Article on Publisher Site
Abstract
The purpose of this paper is to suggest an implicit integration method for updating the constitutive relationships in the newly proposed anisotropic egg-shaped elastoplastic (AESE) model and to apply it in ABAQUS.Design/methodology/approachThe implicit integration algorithm based on the Newton–Raphson method and the closest point projection scheme containing an elastic predictor and plastic corrector are implemented in the AESE model. Then, the integration code for this model is incorporated into the commercial finite element software ABAQUS through the user material subroutine (UMAT) interface to simulate undrained monotonic triaxial tests for various saturated soft clays under different consolidation conditions.FindingsThe comparison between the simulated results from ABAQUS and the experimental results demonstrates the satisfactory performance of this implicit integration algorithm in terms of effectiveness and robustness and the ability of the proposed model to predict the characteristics of soft clay.Research limitations/implicationsThe rotational hardening rule in the AESE model together with the implicit integration algorithm cannot be considered.Originality/valueThe singularity problem existing in most elastoplastic models is eliminated by the closed, smooth and flexible anisotropic egg-shaped yield surface form in the AESE model. In addition, this notion leads to an efficient implicit integration algorithm for updating the highly nonlinear constitutive equations for unsaturated soft clay.
Journal
Engineering Computations: International Journal for Computer-Aided Engineering and Software – Emerald Publishing
Published: Jun 2, 2023
Keywords: Newton–Raphson method; Implicit integration; ABAQUS; Anisotropic egg-shaped elastoplastic model