Bifurcation Analysis in Sands under True Triaxial Conditions with Coaxial and Noncoaxial Plastic Flow Rules
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[1] P. Lade,et al. SINGLE HARDENING CONSTITUTIVE MODEL FOR FUNCTIONAL MATERIALS. 1: PLASTIC POTENTIAL FUNCTION , 1988 .
[2] F. Molenkamp. COMPARISON OF FRICTIONAL MATERIAL MODELS WITH RESPECT TO SHEAR BAND INITIATION , 1985 .
[3] Stein Sture,et al. Strain Localization in Sand: Plane Strain versus Triaxial Compression , 2003 .
[4] J. C. Simo,et al. An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids , 1993 .
[5] M. Gutierrez,et al. Energy dissipation and post‐bifurcation behaviour of granular soils , 2007 .
[6] Yannis F. Dafalias,et al. A critical state sand plasticity model accounting for fabric evolution , 2014 .
[7] Ning Guo,et al. 3D multiscale modeling of strain localization in granular media , 2016 .
[8] Moon Kyum Kim,et al. SINGLE HARDENING CONSTITUTIVE MODEL FOR SOIL, ROCK AND CONCRETE , 1995 .
[9] Marte Gutierrez,et al. Effects of constitutive parameters on strain localization in sands , 2011 .
[10] Ioannis Vardoulakis,et al. Shear band inclination and shear modulus of sand in biaxial tests , 1980 .
[11] Poul V. Lade,et al. Incrementalization of a single hardening constitutive model for frictional materials , 2002 .
[12] Ioannis Vardoulakis,et al. Shear band formation in sand according to non-coaxial plasticity model , 1995 .
[13] James R. Rice,et al. Localized necking in thin sheets , 1975 .
[14] Dimitrios Kolymbas,et al. An outline of hypoplasticity , 1991, Archive of Applied Mechanics.
[15] Jidong Zhao,et al. The interplay between anisotropyand strain localisation in granular soils: a multiscale insight , 2015 .
[16] Jacques Desrues,et al. Localization of the deformation in tests on sand sample , 1985 .
[17] Hehua Zhu,et al. Strain localization analyses of idealized sands in biaxial tests by distinct element method , 2010 .
[18] Jean-Pierre Bardet,et al. Orientation of Shear Bands in Frictional Soils , 1991 .
[19] Koichi Hashiguchi,et al. The Extended Elastoplastic Constitutive Equation with Tangential Stress Rate Effect , 1997 .
[20] Yannis F. Dafalias,et al. BOUNDING SURFACE PLASTICITY, I: MATHEMATICAL FOUNDATION AND HYPOPLASTICITY , 1986 .
[21] Z. X. Yang,et al. Undrained anisotropy and rotational shear in granular soil , 2007 .
[22] Richard A. Regueiro,et al. Plane strain finite element analysis of pressure sensitive plasticity with strong discontinuity , 2001 .
[23] Jean-Pierre Bardet,et al. A comprehensive review of strain localization in elastoplastic soils. , 1990 .
[24] Ikuo Towhata,et al. SAND RESPONSE TO CYCLIC ROTATION OF PRINCIPAL STRESS DIRECTIONS AS INDUCED BY WAVE LOADS , 1983 .
[25] Koichi Hashiguchi,et al. Shear band formation analysis in soils by the subloading surface model with tangential stress rate effect , 2003 .
[26] P. A. Vermeer,et al. The orientation of shear bands in biaxial tests , 1990 .
[27] R. Hill. Acceleration waves in solids , 1962 .
[28] René Chambon,et al. Shear band analysis and shear moduli calibration , 2002 .
[29] Ikuo Towhata,et al. FLOW THEORY FOR SAND DURING ROTATION OF PRINCIPAL STRESS DIRECTION , 1991 .
[30] P. Lade,et al. Shear Banding in True Triaxial Tests and Its Effect on Failure in Sand , 2001 .
[31] Majid T. Manzari,et al. Application of micropolar plasticity to post failure analysis in geomechanics , 2004 .
[32] J. Rice,et al. A note on some features of the theory of localization of deformation , 1980 .
[33] K. Hashiguchi,et al. Gradient plasticity with the tangential-subloading surface model and the prediction of shear-band thickness of granular materials , 2007 .
[34] P. Lade. Analysis and prediction of shear banding under 3D conditions in granular materials , 2003 .
[35] J. R. F. Arthur,et al. Plastic deformation and failure in granular media , 1977 .
[36] Jean H. Prevost,et al. Frictional slip plane growth by localization detection and the extended finite element method (XFEM) , 2011 .
[37] Ioannis Vardoulakis,et al. Calibration of constitutive models for granular materials using data from biaxial experiments , 1985 .
[38] Moon Kyum Kim,et al. Single hardening constitutive model for frictional materials II. Yield critirion and plastic work contours , 1988 .
[39] J. Rice,et al. CONDITIONS FOR THE LOCALIZATION OF DEFORMATION IN PRESSURE-SENSITIVE DILATANT MATERIALS , 1975 .
[40] Michael A. Mooney,et al. A Unique Critical State for Sand , 1998 .
[41] Andrew Drescher,et al. SHEAR BANDS IN BIAXIAL TESTS ON DRY COARSE SAND , 1993 .
[42] Herbert Becker,et al. Column Behavior Under Conditions of Impact , 1952 .
[43] Gioacchino Viggiani,et al. Strain localization in sand: an overview of the experimental results obtained in Grenoble using stereophotogrammetry , 2004 .
[44] Zhiwei Gao,et al. Strain localization and fabric evolution in sand , 2013 .
[45] Yannis F. Dafalias,et al. A constitutive framework for anisotropic sand including non-proportional loading , 2004 .