Implicit integration of standard and non-standard elasto-plastic models

European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS 2000

Volumn , Issue , 2000, Pages

  Heeres, Otto M ^a   De Borst, René ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Consistent tangent; Generalized elasto plasticity; Implicit integration; Numerical determination of secant tangent; Standard elasto plasticity

Indexed keywords

CONSISTENT TANGENTS; ELASTIC STRESS; ELASTO-PLASTIC MODELS; IMPLICIT INTEGRATION; NUMERICAL DETERMINATION OF SECANT TANGENT; UNIFIED APPROACH;

COMPUTATIONAL METHODS; INTEGRATION;

ELASTOPLASTICITY;

EID: 84893371356     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

1. K. Hashiguchi. Mechanical requirements and structures of cyclic plasticity models. Int.J.Plast., 9:721-748, 1993.
2. Y. F. Dafalias and L. R. Herrmann. A bounding surface soil plasticity model. In G.N. Pande and O.C. Zienkiewicz, editors, Proc. Int. Symp. Soils ander Cyclic Loading, pages 335-345, Swansea, 1980. Balkema, Rotterdam.
3. K. Hashiguchi and Z.-P. Chen. Elastoplastic constitutive equation of soils with the subloading sur face and the rotational hardening. International Journal for Numerical and Analytical Methods in Geomechanics, 22:197-228, 1998.
4. O. C. Zienkiewicz and Z. Mroz. Generalized plasticity formulation and applications to geomechanics. In C. S. Desai and R. H. Gallagher, editors, Mechanics of Engineering Materials, pages 655-680, Wiley, Chichester, 1984.
5. Z. Mroz and O. C. Zienkiewicz. Uniform formulation of constitutive equations for clays and sand. In C. S. Desai and R. H. Gallagher, editors, Mechanics of Engineering Materials, pages 415-450, Wiley, Chichester, 1984.
6. M. Pastor, O. C. Zienkiewicz, and A. C. Chan. Theme/Feature paper: Generalized plasticity and the modelling of soil behavior. International Journal for Numerical and Analytical Methods in Geomechanics, 14:151-190, 1990.
7. R. Borja. Cam-Clay plasticity, Part II, Implicit integration of constitutive equations based on a nonlinear stress predictor. Computer Methods in Applied Mechanics and Engineering, 88:225-240, 1991.
8. R. Larsson and K. Runesson. Implicit integration and consistent linearization for yield criteria of the mohr-coulomb type. Mechanics of Cohesive - Frictional Materials, 1:367-383, 1996.
9. M. Johansson, R. Mahnken, and K. Runesson. Efficient integration technique for generalized viscoplasticity coupled to damage. International Journal for Numerical Methods in Engineering, 44:1727-1747, 1999.
10. E. J. Macari, S. Weihe, and P. Arduino. Implicit integration of elastoplastic consitutive models for friction al materials with highly non-linear hardening functions. Mech.Coh.Frict.Mat., 2:1-29, 1997.
11. B. Jeremic and S. Sture. Implicit integration in elastoplastic geotechnics. Mech.Coh.Frict.Mat., 2:165-183, 1997.
12. J. C. Simo and R. L. Taylor. Consistent tangent operators for rate-independent elastoplasticity. Computer Methods in Applied Mechanics and Engineering, 48:101- 118, 1985.
13. P. V. Lade and R. B. Nelson. Modelling the elastic behaviour of granular materials. International Journal for Numerical and Analytical Methods in Geomechanics, 11:521-542, 1987.