A novel formulation for integrating nonlinear kinematic hardening Drucker-Prager’s yield condition
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[1] Chein-Shan Liu. Symmetry groups and the pseudo-Riemann spacetimes for mixed-hardening elastoplasticity , 2003 .
[2] Francesco Genna,et al. Accurate numerical integration of Drucker-Prager's constitutive equations , 1994 .
[3] J. Dormand,et al. A family of embedded Runge-Kutta formulae , 1980 .
[4] Chein-Shan Liu. A consistent numerical scheme for the von Mises mixed-hardening constitutive equations , 2004 .
[5] M. Wilkins. Calculation of Elastic-Plastic Flow , 1963 .
[6] Chein-Shan Liu,et al. Internal symmetry groups for the Drucker-Prager material model of plasticity and numerical integrating methods , 2004 .
[7] Hong-Ki Hong,et al. Lorentz group on Minkowski spacetime for construction of the two basic principles of plasticity , 2001 .
[8] R. G. Whirley,et al. On the Numerical Implementation of Elastoplastic Models , 1984 .
[9] Scott W. Sloan,et al. INTEGRATION OF TRESCA AND MOHR-COULOMB CONSTITUTIVE RELATIONS IN PLANE STRAIN ELASTOPLASTICITY , 1992 .
[10] Jean-Herve Prevost,et al. Accurate numerical solutions for Drucker-Prager elastic-plastic models , 1986 .
[11] C. Lissenden,et al. Pressure Sensitive Nonassociative Plasticity Model for DRA Composites , 2007 .
[12] Kenneth Runesson,et al. Integration in computational plasticity , 1988 .
[13] William M. Coombs,et al. Reuleaux plasticity: Analytical backward Euler stress integration and consistent tangent , 2010 .
[14] Ferdinando Auricchio,et al. A novel ‘optimal’ exponential‐based integration algorithm for von‐Mises plasticity with linear hardening: Theoretical analysis on yield consistency, accuracy, convergence and numerical investigations , 2006 .
[15] J. C. Simo,et al. A return mapping algorithm for plane stress elastoplasticity , 1986 .
[16] Nobutada Ohno,et al. Implicit integration and consistent tangent modulus of a time‐dependent non‐unified constitutive model , 2003 .
[17] Michael Ortiz,et al. An analysis of a new class of integration algorithms for elastoplastic constitutive relations , 1986 .
[18] Ferdinando Auricchio,et al. On a new integration scheme for von‐Mises plasticity with linear hardening , 2003 .
[19] Matti Ristinmaa,et al. EXACT INTEGRATION OF CONSTITUTIVE EQUATIONS IN ELASTO - PLASTICITY , 1993 .
[20] Matti Ristinmaa,et al. Accurate stress updating algorithm based on constant strain rate assumption , 2001 .
[21] Ferdinando Auricchio,et al. Integration schemes for von‐Mises plasticity models based on exponential maps: numerical investigations and theoretical considerations , 2005 .
[22] Stefan Hartmann,et al. A remark on the application of the Newton-Raphson method in non-linear finite element analysis , 2005 .
[23] D. C. Drucker,et al. Soil mechanics and plastic analysis or limit design , 1952 .
[24] S. Sloan,et al. Refined explicit integration of elastoplastic models with automatic error control , 2001 .
[25] M. Rezaiee-Pajand,et al. Application of Exponential-Based Methods in Integrating the Constitutive Equations with Multicomponent Nonlinear Kinematic Hardening , 2010 .
[26] Lars Vabbersgaard Andersen,et al. Efficient return algorithms for associated plasticity with multiple yield planes , 2006 .
[27] Hong-Ki Hong,et al. Internal symmetry in the constitutive model of perfect elastoplasticity , 2000 .
[28] Ferdinando Auricchio,et al. Second-order accurate integration algorithms for von-Mises plasticity with a nonlinear kinematic hardening mechanism , 2007 .
[29] László Szabó,et al. A semi-analytical integration method for J2 flow theory of plasticity with linear isotropic hardening , 2009 .
[30] Mohammad Rezaiee-Pajand,et al. Accurate and approximate integrations of Drucker–Prager plasticity with linear isotropic and kinematic hardening , 2011 .
[31] M. Rezaiee-Pajand,et al. On the integration schemes for Drucker–Prager's elastoplastic models based on exponential maps , 2008 .
[32] L. Shampine,et al. A 3(2) pair of Runge - Kutta formulas , 1989 .
[33] Lawrence F. Shampine,et al. Global Error Estimates for Ordinary Differential Equations , 1976, TOMS.
[34] Mohammad Rezaiee-Pajand,et al. Accurate integration scheme for von‐Mises plasticity with mixed‐hardening based on exponential maps , 2007 .
[35] E. P. Popov,et al. Accuracy and stability of integration algorithms for elastoplastic constitutive relations , 1985 .
[36] Stefan Hartmann,et al. Remarks on the interpretation of current non‐linear finite element analyses as differential–algebraic equations , 2001, International Journal for Numerical Methods in Engineering.
[37] S. Remseth,et al. A return mapping algorithm for a class of cyclic plasticity models , 1995 .
[38] Attila Kossa,et al. Exact integration of the von Mises elastoplasticity model with combined linear isotropic-kinematic hardening , 2009 .
[39] C. O. Frederick,et al. A mathematical representation of the multiaxial Bauschinger effect , 2007 .
[40] R. D. Krieg,et al. Accuracies of Numerical Solution Methods for the Elastic-Perfectly Plastic Model , 1977 .
[41] R. H. Dodds. Numerical techniques for plasticity computations in finite element analysis , 1987 .
[42] Lawrence F. Shampine,et al. Algorithm 504: GERK: Global Error Estimation For Ordinary Differential Equations [D] , 1976, TOMS.
[43] Matti Ristinmaa,et al. An alternative method for the integration of continuum damage evolution laws , 2007 .
[44] Nobutada Ohno,et al. Implementation of cyclic plasticity models based on a general form of kinematic hardening , 2002 .
[45] D. Owen,et al. Computational methods for plasticity : theory and applications , 2008 .
[46] D. R. J. Owen,et al. CONSISTENT LINEARIZATION FOR THE EXACT STRESS UPDATE OF PRANDTL–REUSS NON‐HARDENING ELASTOPLASTIC MODELS , 1996 .
[47] O. Richmond,et al. The effect of pressure on the flow stress of metals , 1984 .