Coupled plastic-damaged model

Computer Methods in Applied Mechanics and Engineering

Volumn 129, Issue 1-2, 1996, Pages 81-89

  Luccioni, Bibiana ^a   Oller, Sergio ^a   Danesi, Rodolfo ^a  

^a UNIVERSIDAD NACIONAL DE TUCUMÁN   (Argentina)

Author keywords

[No Author keywords available]

Indexed keywords

DAMAGE; MICROCRACKING; PLASTICITY; STRAIN;

ALGORITHMS; ELASTICITY; FINITE ELEMENT METHOD; INTEGRATION; PLASTICITY; STIFFNESS MATRIX; STRESSES; THERMODYNAMICS;

CLASSICAL PLASTICITY THEORY; EULER BACKWARD TYPE ALGORITHM; ISOTROPIC DAMAGE THEORY;

MATHEMATICAL MODELS;

EID: 0029668676     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/0045-7825(95)00887-X     Document Type: Article

References (21)

1. S. Oller, Un Modelo de 'Daño Continuo' para Materiales Friccionales, Ph.D. Thesis, Universitat Politecnica de Catalynya, Escola Tecnica Superior D'Enginyers de Camins, Canals I Ports, Spain, 1988.
2. J. Lubliner, J. Oliver, S. Oller and E. Oñate, A plastic damage model for concrete, Int. J. Solids Struct. 25(3) (1989) 299-326.
3. J.W. Ju, On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects, Int. J. Solids Struct. 25(7) (1989) 803-833.
4. G.Z. Voyiadjis and P.I. Kattan, A plasticity-damage theory for large deformation of solids - I. Theoretical formulation, Int. J. Engrg. Sci. 30(9) (1992) 1089-1108.
5. L.M. Kachanov, Time of the reputre process under creep conditions, IVZ Akad Nauk-S.S.R.-Otd Tech Nauk 8 (1958) 26-31.
6. U. Edlund and A. Klarbring, A coupled elastic-plastic damage model for rubber-modified epoxy adhesives, Int. J. Solids Struct. 30(19) (1993) 2693-2708.
7. B.M. Luccioni, Formulación de un modelo constitutive para materiales ortótropos, Ph.D. Thesis, Universidad Nacional de Tucumán, Argentina, 1993.
8. A. Green and P. Naghdi, A general theory for an elastic-plastic continuum, Arch. Rational Mech. Anal. 18 (1964) 19-281.
9. J. Lubliner, Plasticity Theory (MacMillan, New York, 1990).
10. S. Oller, J. Oliver, M. Cervera and J. Oñate, Simulación de procesos de localización en mecánica de sólidos, mediante un modelo plástico, Memorias del I Congreso de Métodos Numéricos en Ingeniería, SEMNI 1990 (1990) 423-431.
11. L.E. Malvern, Introduction to the Mechanics of Continuous Medium (Prentice Hall, Englewood Cliffs, NJ, 1969).
12. J. Lubliner, On the thermodynamic foundations of non-linear mechanics, Int. J. Non Linear Mech. 7 (1972) 237-254.
13. J. Oliver, A consistent characteristic length for smeared cracking models, Int. J. Numer. Methods Engrg. 28 (1989) 461-474.
14. M. Ortiz and E.P. Popov, Accuracy and stability of integration algorithms for elastoplastic constitutive relations, Int. J. Numer. Methods Engrg. 21 (1985) 1561-1576.
15. M. Ortiz and J.C. Simo, An analysis of a new class of integration algorithms for elasto-plastic constitutive relations, Int. J. Numer. Methods Engrg. 83 (1986) 353-366.
16. J.C. Simo and T.J.R. Hughes, Elastoplasticity and viscoplasticity, Computational Aspects (Springer-Verlag, Berlin) 97-137, in press
17. M.A. Crisfield, Non-Linear Finite Element Analysis of Solids and Structures (John Wiley & Sons Lts., England, 1991).
18. J.C. Simo and R.L. Taylor, Consistent tangent operators for rate independent elastoplasticity, Comput. Methods Appl. Mech. Engrg. 48 (1985) 101-118.
19. G.P. Mitchell and D.R.J. Owen, Numerical solutions for elasto-plastic problems, Engrg. Comput. 5 (1988) 274-284.
20. H. Kupfer, H. Hidsford and H. Rusch, Behaviour of concrete under biaxial stresses, J. ACI 66(8) (1969) 656-666.
21. B.P. Sinha, K.H. Gerstle and L.G. Tulin, Stress-strain relations for concrete under cyclic loading, J. ACI 62(2) (1964) 195-210.