A strain-based plastic viscous-damage model for massive concrete structures

International Journal of Solids and Structures

Volumn 35, Issue 14, 1998, Pages 1533-1558

  Faria, R ^a   Oliver, J ^b   Cervera, M ^b  

^a UNIVERSITY OF PORTO   (Portugal)

^b UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; CONTINUUM MECHANICS; DAMS; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; NUMERICAL METHODS; PLASTICITY; STRAIN; THERMODYNAMIC PROPERTIES;

CONTINUUM DAMAGE MECHANICS; MASSIVE CONCRETE STRUCTURES; PLASTIC STRAIN TENSORS; STRAIN BASED PLASTIC VISCOUS DAMAGE;

CONCRETE CONSTRUCTION;

ARCH DAM; CONCRETE; DAMAGE; GRAVITY DAM;

CONCRETE; CONTINUUM DAMAGE MECHANICS;

EID: 0032077697     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(97)00119-4     Document Type: Article

References (44)

1. Bicanic, N. and Zienkiewicz, O. (1983) Constitutive model for concrete under dynamic loading. Earthquake Engineering and Structural Dynamics 11, 689-719.
2. Bicanic, N. and Pankaj, S. (1990) Some computational aspects of tensile strain localization modelling in concrete. Engineering Fracture Mechanics 35, 697-708.
3. Bresler, B. and Scordelis, A. (1963) Shear strength of reinforced concrete beams. Journal of the American Concrete Institute 60(1), 51-73.
4. Cervera, M., Oliver, J. and Manzoli, O. (1996) A rate-dependent isotropic damage model for the seismic analysis of concrete dams. Earthquake Engineering and Structural Dynamics 25, 987-1010.
5. Chaboche, J. (1977) Sur l'utilisation des variables d'état interne pour la description du comportement viscoplastique et de la rupture par endommagement. Symposium Franco-Polonais de Rhéologie et Méchanique, Cracovie.
6. Chaboche, J. (1988a) Continuum damage mechanics. Part I : general concepts. ASME Journal of Applied Mechanics 55, 59-64.
7. Chaboche, J. (1988b) Continuum damage mechanics. Part II : damage growth, crack initiation, and crack growth. ASME Journal of Applied Mechanics 55, 65-72.
8. Chappuis, P. (1987) Modélisation non-linéaire du comportement du béton sous des sollicitations dynamiques. Doctoral thesis no. 155, Swiss Federal Institute of Technology.
9. Faria, R. (1994) Seismic behaviour of concrete dams evaluated via a continuum damage model. Ph.D. thesis, Porto University, Portugal.
10. Faria R. and Oliver, J. (1993) A rate dependent plastic-damage constitutive model for large scale computations in concrete structures. CIMNE Monograph no. 17, Barcelona, Spain.
11. Fonseka, G. and Krajcinovic, D. (1981) The continuum damage theory of brittle materials. Part 2 : uniaxial and plane response modes. ASME Journal of Applied Mechanics 48, 816-824.
12. Green, S. and Swanson, S. (1973) Static constitutive relations for concrete. AFWL-TR-72-244, U.S. Air Force Weapons Laboratory.
13. Hall, J. (1988) The dynamic and earthquake behaviour of concrete dams : review of experimental behaviour and observational evidence. Soil Dynamics and Earthquake Engineering 7(2) 58-121.
14. Ju, J. (1990) Isotropic and anisotropic damage variables in continuum damage mechanics. ASCE Journal of Engineering Mechanics 116(12), 2764-2770.
15. Kachanov, L. (1958) Time of rupture process under creep conditions. Izvestia Akademii Nauk, Otd Tech Nauk (8), 26-31.
16. Kachanov, L. (1986) Introduction to Continuum Damage Mechanics. Martinus Nijhoff Publishers, Dordrecht, The Netherlands.
17. Krajcinovic, D. (1983) Constitutive equations for damaging materials. ASME Journal of Applied Mechanics 50, 355-360.
18. Krajcinovic, D. and Fonseka, G. (1981) The continuum damage theory of brittle materials. Part 1 : general theory. ASME Journal of Applied Mechanics 48, 809-815.
19. Kupfer, H., Hilsdorf, H. and Rusch, H. (1969) Behaviour of concrete under biaxial stresses. Journal of the American Concrete Institute 66(8), 656-666.
20. La Borderie, C., Berthaud, Y. and Pijaudier-Cabot, G. (1990) Crack closure effects in continuum damage mechanics. Numerical implementation. Proceedings of the 2nd International Conference on Computer Aided Analysis and Design of Concrete Structures, Zell am See, pp. 975-986.
21. Lemaitre, J. and Chaboche, J. (1978) Aspects phénoménologiques de la rupture par endommagement. Journal de Mécanique Appliqué 2(3), 317-365.
22. Lemaitre, J. (1984) How to use damage mechanics. Nuclear Engineering and Design 80, 233-245.
23. Lemaitre, J. (1985a) Coupled elasto-plasticity and damage constitutive equations. Computer Methods in Applied Mechanics and Engineering 51, 31-49.
24. Lemaitre, J. (1985b) A continuous damage mechanics model for ductile fracture. ASME Journal of Engineering Materials and Technology 107, 83-89.
25. Lubliner, J. (1972) On the thermodynamic foundations of non-linear solid mechanics. International Journal of Non-Linear Mechanics 7, 237-254.
26. Lubliner, J. (1990) Plasticity Theory. MacMillan, New York.
27. Lubliner, J., Oliver, J., Oller, S. and Oñate, E. (1989) A plastic-damage model for concrete. International Journal of Solids and Structures 25(3), 299-326.
28. Ma, S. and May, I. (1986) The Newton-Raphson method used in the non-linear analysis of concrete structures. Computers and Structures 24(2), 177-185.
29. Mazars, J. and Pijaudier-Cabot, G. (1989) Continuum damage theory. Application to concrete. ASCE Journal of Engineering Mechanics 115(2), 345-365.
30. Murakami, S. (1983) Notion of continuum damage mechanics and its application to anisotropic creep damage theory. ASME Journal of Engineering Materials and Technology 105, 99-105.
31. Oliver, J. (1989) A consistent characteristic length for smeared cracking models. International Journal for Numerical Methods in Engineering 28, 461-474.
32. Oliver, J., Cervera, M., Oller, S. and Lubliner, J. (1990) Isotropic damage models and smeared crack analysis of concrete. Proceedings of the 2nd International Conference on Computer Aided Analysis and Design of Concrete Structures, Zell am See, pp. 945-957.
33. Ortiz, M. (1985) A constitutive theory for the inelastic behaviour of concrete. Mechanics of Materials 4, 67-93.
34. Pina, C. and Câmara, R. (1988) Non-linear analysis of arch dams. Memory no. 717, LNEC, Lisbon, Portugal.
35. Póvoas, R. (1991) Numerical models for the analysis and design of concrete plates and shells including time effects. Ph.D. thesis, Porto University, Portugal.
36. Resende, L. and Martin, J. (1984) A progressive damage "continuum" model for granular materials. Computer Methods in Applied Mechanics and Engineering 42, 1-18.
37. Simo, J. and Ju, J. (1987) Strain- and stress-based continuum damage models. I: formulation. International Journal of Solids and Structures 23(7), 821-840.
38. Sinha, E., Gerstle, K. and Tulin, L. (1964) Stress-strain relations for concrete under cyclic loading. Journal of the American Concrete Institute 62(2), 195-210.
39. Suaris, W. and Shah, S. (1983) Properties of concrete subjected to impact. ASCE Journal of Structural Engineering 109(7), 1727-1741.
40. Suaris, W. and Shah, S. (1984) Rate-sensitive damage theory for brittle solids. ASCE Journal of Engineering Mechanics 110(6), 985-997.
41. Suaris, W. and Shah, S. (1985) Constitutive model for dynamic loading of concrete. ASCE Journal of Structural Engineering 111(3), 563-576.
42. Suaris, W., Ouyang, C. and Fernando, V. (1990) Damage model for cyclic loading of concrete. ASCE Journal of Engineering Mechanics 116(5), 1020-1035.
43. Vecchio, F. and Collins, M. (1982) The response of reinforced concrete to in-plane shear and normal stresses. Publication no. 82-03, Department of Civil Engineering, University of Toronto, Canada.
44. Yankelevsky, D. and Reinhardt, H. (1987) Model for cyclic compressive behaviour of concrete. ASCE Journal of Structural Engineering 1113(2), 228-240.