A novel formulation for integrating nonlinear kinematic hardening Drucker-Prager’s yield condition

Abstract The Drucker-Prager’s plasticity model obeying nonlinear kinematic and linear isotropic hardenings is considered. A new integration formulation is suggested that is based on definitions of angles between the strain rate and the shifted stress, and between the shifted stress and back stress in the deviatoric plane. This method will reduce the constitutive relations to five ordinary differential equations (ODEs). For solving this system of ODEs, the embedded pairs and local error estimation schemes along with FSAL property are used. As a result, an integration scheme is developed with automatic error control. The updated stress produced by the proposed numerical scheme is consistent with the yield condition. Finally, a broad set of numerical tests are carried out to investigate the accuracy and efficiency of the suggested technique.

[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 .