Finite element simulation of the rolling and extrusion of multi-phase materials: Application to the rolling of prepared sugar cane

Computer Methods in Applied Mechanics and Engineering

Volumn 151, Issue 3-4, 1998, Pages 479-495

  Owen, D R J ^a   De Souza Neto, E A ^a   Zhao, S Y ^a   Peric D ^a   Loughran, J G ^b  

^a SWANSEA UNIVERSITY   (United Kingdom)

^b JAMES COOK UNIVERSITY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; DEFORMATION; EXTRACTION; FINITE ELEMENT METHOD; FRICTION; INTERFACES (MATERIALS); MATHEMATICAL MODELS; STRAIN; SUGAR CANE;

ADAPTIVE MESH REFINEMENT STRATEGY; CONTACT ALGORITHM; INVERSE IDENTIFICATION; MULTIPHASE MATERIALS;

COMPUTER SIMULATION;

EID: 0031647279     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7825(97)00173-4     Document Type: Article

References (19)

1. M.A. Biot, General theory of three-dimensional consolidation, J. Appl. Phys. 12 (1941) 155-164.
2. M.A. Biot and P.G. Willis, The elastic coefficients of the theory of consolidation, J. Appl. Mech. 24 (1957) 594-601.
3. A.W. Bishop, The principle of effective stress, Teknisk Ukeblad 39 (1959) 859-863.
4. A.W. Bishop, The measurement of pore pressure in the triaxial test, in: Pore Pressure and Suction in Soils (Butterworths, London, 1961) 38-46.
5. A.H.C. Chan, A unified finite element solution to static and dynamic problems in geomechanics, Ph.D. Thesis, C/Ph/106/88, University College of Swansea, 1988.
6. H. Darcy, Les Fontaines Publiques de la Ville de Dijon (Dalmont, Paris, 1856).
7. R.W. Lewis and B.A. Schrefler, The finite element mehtod in the deformation and consolidation of porous media (Wiley, London, 1987).
8. D. Perić, Ch. Hochard, M. Dutko and D.R.J. Owen, Transfer operators for evolving meshes in small strain elasto-plasticity, Comput. Methods Appl. Mech. Engrg. 137 (1966) 331-344.
9. D. Perić and D.R.J. Owen, Computational model for 3-D contact problems with friction based on the penalty method, Int. J. Numer. Methods Engrg. 35 (1992) 1289-1309.
10. D. Perić, D.R.J. Owen and M.E. Honnor, A model for finite strain elasto-plasticity based on logarithmic strains: Computatioanl issues, Comput. Methods Appl. Mech Engrg. 94 (1992) 35-61.
11. D. Perić, J. Yu and D.R.J. Owen, On error estimates and adaptivity in elastoplastic solids: Application to the numerical simulation of strain localization in classical and cosserat continua, Int. J. Numer. Methods Engrg. 37 (1994) 1351-1379.
12. J.C. Simo and R.L. Taylor, Consistent tangent operators for rate-independent elastoplasticity, Comput Methods Appl. Mech. Engrg. 48 (1985) 101-118.
13. J.C. Simo and T.R.J. Hughes, General return mapping algorithms for rate-independent plasticity, in: C.S. Desai et al., eds, Constitutive Laws for Engineering Materials: Theory and Applications (Elsevier, 1987) 221-231.
14. E.A. de Souza Neto, D. Perić, M. Dutko and D.R.J. Owen, Finite strian implementation of an elasto-plastic model for crushable foam, in: Proc. the European Workshop on Computational Mechanics (Göteborg Sweden, November 1995) 174-188.
15. K. Terzaghi, Theoretical Soil Mechanics (Wiley, New York, 1943).
16. O.C. Zienkiewicz, Basic formulation of static and dynamic behaviour of soil and other porous media, in: J.B. Martins, ed., Numerical Methods in Geomechanics (D. Reidel Publishing Co., 1982) 39-57.
17. O.C. Zienkiewicz and Z. Mroz, Generalized plasticity formulation and applications to geomechanics, in: C.S. Desai and R.H. Gallagher, eds., Mechanics of Engineering Materials, (John Wiley and Sons Ltd., 1984) 655-679.
18. O.C. Zienkiewicz and T. Shiomi, Dynamic behaviour of saturated porous media; the generalized biot formulation and its numerical solution, Int. J. Numer. Anal. Methods Geomech. 8 (1984) 71-96.
19. O.C. Zienkiewicz and R.L. Taylor, The finite element method. Vol. 1: basic formulation and linear problems (McGraw-Hill Ltd., 1989).