Computational aspects in finite strain plasticity analysis of geotechnical materials

Mechanics Research Communications

Volumn 33, Issue 2, 2006, Pages 123-133

  Rouainia, M ^a   Wood, David Muir ^b  

^a NEWCASTLE UNIVERSITY   (United Kingdom)

^b UNIVERSITY OF BRISTOL   (United Kingdom)

Author keywords

Cam clay model; Finite element; Finite strain; Quadratic convergence; Return mapping

Indexed keywords

ENERGY CONSERVATION; FINITE ELEMENT METHOD; PLASTICITY; STRAIN;

CAM-CLAY MODEL; FINITE STRAIN; RETURN MAPPING;

GEOTECHNICAL ENGINEERING;

EID: 27744560928     PISSN: 00936413     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.mechrescom.2005.06.014     Document Type: Article

References (14)

1. R.I. Borja, and C. Tamagnini Cam-clay plasticity. Part III: extension of the infinitesimal model to include finite strains Computer Methods in Applied Mechanics and Engineering 155 1998 73 95
2. Callari, C., Auricchio, F., Sacco, E., 1997. Finite-element implementation of finite-strain Cam-clay model. In: Proceedings of Computational Plasticity, Fundamentals and Applications, pp. 1649-1656.
3. A. Cuitiño, and M. Ortiz A material independent method for extending stress update algorithms from small strain plasticity to finite plasticity with multiplicative kinematics Engineering Computations 9 1992 437 451
4. E.A. de Souza Neto, and D. Peric A computational framework for a class of fully coupled models for elastoplastic damage at finite strains with reference to the linearization aspects Computer Methods in Applied Mechanics and Engineering 130 1996 179 193
5. A.L. Eterovic, and K.J. Bathe A hyperelastic based large strain elasto-plastic constitutive formulation with combined isotropic-kinematic hardening using the logarithmic stress and strain measures International Journal for Numerical Methods in Engineering 30 1990 1099 1114
6. G.T. Houlsby The use of a variable shear modulus in elastic-plastic models for clays Computers and Geotechnics 1 1985 3 13
7. D. Muir Wood Soil Behaviour and Critical State Soil Mechanics 1990 Cambridge University Press Cambridge
8. Roscoe, K.H., Burland, J.H., 1968. On the generalised stress-strain behaviour of wet clay. In: Proceedings of Engineering Plasticity, pp. 535-609.
9. M. Rouainia, and D. Muir Wood An implicit constitutive algorithm for finite strain Cam-clay elasto-plastic model Mechanics of Cohesive-Frictional Materials 5-6 2000 469 489
10. M. Rouainia, and D. Peric A computational model for elasto-viscoplastic solids at finite strain with reference to thin shell International Journal Numerical Methods in Engineering 42 1998 289 311
11. C. Sansour, and J. Bocko On the numerical implications of multiplicative inelasticity with an anisotropic elastic constitutive law International Journal for Numerical Methods in Engineering 58 2003 2131 2160
12. J.C. Simo, and G. Meschke A new class of algorithms for classical plasticity extended to finite strains. Application to geomaterials Computational Mechanics 11 1992 253 278
13. J.C. Simo, and R.L. Taylor Consistent tangent operators for rate-independent elasto-plasticity Computer Methods in Applied Mechanics and Engineering 48 1985 101 118
14. G. Weber, and L. Anand Finite deformation constitutive equations and a time integration procedure for isotropic, hyperelastic-viscoplastic solid Computer Methods in Applied Mechanics and Engineering 79 1990 173 202