On implicit integration of bounding surface plasticity models

[1]  Leonard R. Herrmann,et al.  Bounding surface plasticity. II: application to isotropic cohesive soils , 1986 .

[2]  Michael Ortiz,et al.  An analysis of a new class of integration algorithms for elastoplastic constitutive relations , 1986 .

[3]  Günther Meschke,et al.  A new class of algorithms for classical plasticity extended to finite strains. Application to geomaterials , 1993 .

[4]  J. C. Simo,et al.  Consistent tangent operators for rate-independent elastoplasticity☆ , 1985 .

[5]  Ronaldo I. Borja,et al.  Cam-Clay plasticity, part I: implicit integration of elastoplastic constitutive relations , 1990 .

[6]  Yannis F. Dafalias,et al.  Bounding Surface Plasticity. III: Application to Anisotropic Cohesive Soils , 1986 .

[7]  K. Roscoe,et al.  ON THE GENERALIZED STRESS-STRAIN BEHAVIOUR OF WET CLAY , 1968 .

[8]  Andrew J. Whittle,et al.  Integration of the modified Cam-Clay model in non-linear finite element analysis , 1992 .

[9]  Egor P. Popov,et al.  A model of nonlinearly hardening materials for complex loading , 1975 .

[10]  E. P. Popov,et al.  Accuracy and stability of integration algorithms for elastoplastic constitutive relations , 1985 .

[11]  S. Bodner,et al.  Discontinuous yielding of commercially-pure aluminium , 1967 .

[12]  A. Schofield,et al.  Yielding of Clays in States Wetter than Critical , 1963 .

[13]  R. D. Krieg.  A Practical Two Surface Plasticity Theory , 1975 .

[14]  Yannis F. Dafalias,et al.  BOUNDING SURFACE PLASTICITY, I: MATHEMATICAL FOUNDATION AND HYPOPLASTICITY , 1986 .

[15]  Yannis F. Dafalias,et al.  Unified critical-state bounding-surface plasticity model for soil , 1994 .