A plastic-damage concrete model for earthquake analysis of dams

Earthquake Engineering and Structural Dynamics

Volumn 27, Issue 9, 1998, Pages 937-956

  Lee, Jeeho ^a   Fenves, Gregory L ^a  

^a Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE DAMS; DYNAMIC RESPONSE; MATHEMATICAL MODELS; PLASTICITY; SOIL STRUCTURE INTERACTIONS; STIFFNESS; STRUCTURAL ANALYSIS;

PLASTIC DAMAGE; STIFFNESS DEGRADATION;

EARTHQUAKE RESISTANCE;

DAM; EARTHQUAKE DAMAGE; SEISMIC RESPONSE;

EID: 0032171010     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199809)27:9<937::AID-EQE764>3.0.CO;2-5     Document Type: Article

References (41)

1. A. K. Chopra, 'Earthquake response analysis of concrete dams', in R.B. Jansen (e.d), Advanced Dam Engineering for Design, Construction, and Rehabilitation, Van Nostrand Reinhold, New York, 1988, pp. 416-465.
2. A. Niwa and R. W. Clough, 'Shaking table research on concrete dam models', Report No. UCB/EERC 80-5, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1980.
3. J. F. Hall, 'The dynamic and earthquake behavior of concrete dams', Soil Dyn. Earthquake Engng. 7, 58-121 (1988).
4. A. K. Chopra and P. Chakrabarti, 'The Koyna earthquake and damage to Koyna dam', Bull. Seismol. Soc. Amer. 63, 381-397 (1973).
5. National Research Council, Earthquake Engineering for Concrete Dams: Design, Performance, and Research Needs, National Academy Press, 1990.
6. M. L. Ayari and V. E. Saouma, 'A fracture mechanics based seismic analysis of concrete gravity dams using discrete cracks', Engng. Fracture Mech. 35, 587-598 (1990).
7. N. Pal. 'Seismic cracking of concrete gravity dams', J. Struct. Div. ASCE 102, 1827-1844 (1976).
8. L. Vargas-Loli and G. Fenves, 'Effects of concrete cracking on earthquake response of dams', Earthquake Engng. Struct. Dyn. 18, 575-592 (1989).
9. B. El-Aidi and J. F. Hall, 'Nonlinear earthquake response of concrete gravity dams, part 1: modeling; part 2: behavior', Earthquake Engng. Struct. Dyn. 18, 837-865 (1989).
10. Z. P. Bazant and B. H. Oh, 'Crack band theory for fracture of concrete', Mater. Struct. (RILEM, Paris), 16, 155-177 (1983).
11. J. G. Rots, 'Computational modeling of concrete fracture', Ph.D. Dissertation, Department of Civil Engineering, Delft University of Technology, Delft, 1988.
12. N. Bicanic, R. de Borst, W. Gerstle, D. W. Murry, G. Pijaudier-Cabot, V. Saouma, K. J. Willam and J. Yamazaki, 'Computational aspects,' in J. Isenberg (ed.), Finite Element Analysis of Reinforced Concrete Structures II, ASCE, New York, 1993, pp. 367-489.
13. S. S. Bhattacharjee and P. Léger, 'Seismic cracking and energy dissipation in concrete gravity dams', Earthquake Engng. Struct. Dyn. 22, 991-1007 (1991).
14. F. Ghrib and R. Tinawi, 'An application of damage mechanics for seismic analysis of concrete gravity dams', Earthquake Engng. Struct. Dyn. 24, 157-173 (1995).
15. M. Cervera, J. Oliver and R. Faria, 'Seismic evaluation of concrete dams via continuum damage models', Earthquake Engng Struct. Dyn. 24, 1225-1245 (1995).
16. M. Cervera, J. Oliver and O. Manzoli, 'A rate-dependent isotropic damage model for the seismic analysis of concrete dams', Earthquake Engng. Struct. Dyn. 25, 987-1010 (1996).
17. J. Lee and G. L. Fenves, 'A plastic-damage model for cyclic loading of concrete structures', J. Engng Mech. ASCE, accepted, Aug. 1998.
18. J. Lubliner, J. Oliver, S. Oller and E. Onate, 'A plastic-damage model for concrete', Int. J. Solids Struct. 25, 299-326 (1989).
19. W. F. Chen and D. J. Han, Plasticity for Structural Engineers, Springer, New York, 1988.
20. J. Oliver, 'A consistent characteristic length of smeared cracking models', Int. J. Numer. Meth. Engng. 28, 461-474 (1989).
21. J. Lee, Theory and implementation of plastic-damage model for concrete structures under cyclic and dynamic loading, Ph.D. Dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley, CA, 1996.
22. R. L. Taylor, 'FEAP: a finite element analysis program for engineering workstations', Report No. UCB/SEMM-92 (Draft Version), Department of Civil Engineering, University of California, Berkeley, CA, 1992.
23. I. D. Karsan and J. O. Jirsa, 'Behavior of concrete under compressive loadings', J. Struct. Div. ASCE 95, 6935-2563 (1969).
24. V. S. Gopalaratnam and S. P. Shah, 'Softening response of plain concrete in direct tension', ACI J. 3, 310-323 (1985).
25. A. Needleman, 'Material rate dependence and mesh sensitivity in localization problems', Comput. Meth. Appl. Mech. Engng. 67, 69-85 (1988).
26. D. Bigoni and T. Hueckel, 'Uniqueness and localization - I. Associative and non-associative elastoplasticity', Int. J. Solids Struct. 28, 197-213 (1991).
27. M. K. Neilsen and H. L. Schreyer, 'Bifurcation in elasto-plastic materials', Int. J. Solids Struct. 30, 521-544 (1993).
28. I. S. Sandler and T. A. Pucik, 'Non-uniqueness in dynamic rate-independent non-associated plasticity', in G. Z. Voyiadjis et al. (eds), Mechanics of Materials and Structures, Elsevier, New York, Amsterdam, 1994, pp. 221-240.
29. P. Perzyna, 'Fundamental problems in visco-plasticity', in Recent Advanced in Applied Mechanics, Academic Press, New York, 1966.
30. G. Duvaut and J. L. Lions, Inequalities in Mechanics and Physics (translated from the French by C. W. John), Springer, New York, 1976.
31. J. C. Simo, J. G. Kennedy and S. Govindjee, 'Non-smooth multisurface plasticity and viscoplasticity: loading/unloading conditions and numerical algorithm', Int. J. Numer. Meth. Engng. 26, 2161-2185 (1988).
32. J. Lubliner, Plasticity Theory, Macmillan, New York, 1990.
33. R. Hill, 'A general theory of uniqueness and stability in elastic-plastic solids', J. Mech. Phys. Solids 6, 236-249 (1958).
34. B. Loret and J. H. Prevost, 'Dynamic strain localization in elasto-(visco-)plastic solids, part 1. General formulation and one-dimensional examples', Comput. Meth. Appl. Mech. Engng 83, 247-273 (1990).
35. L. J. Sluys and R. de Borst, 'Wave propagation and localization in a rate-dependent cracked medium - model formulation and one-dimensional examples', Int. J. Solids Struct. 29, 2945-2958 (1992).
36. G. L. Fenves and A. K. Chopra, 'Earthquake analysis of concrete gravity dams including reservoir bottom absorption and dam-water-foundation rock interaction', Earthquake Engng. Struct. Dyn. 12, 663-680 (1984).
37. J. C. Simo, 'Algorithm for static and dynamics multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory', Comput. Meth. Appl. Mech. Engng 99, 61-112 (1992).
38. H. M. Hilber, T. J. R. Hughes and R. L. Taylor, 'Improved numerical dissipation for time integration algorithms in structural dynamics', Earthquake Engng. Struct. Dyn. 5, 283-292 (1977).
39. J. C. Simo and R. L. Taylor, 'Consistent tangent operators for rate-independent elastoplasticity', Comput. Meth. Appl. Mech. Engng. 48, 101-118 (1985).
40. J. W. Ju, 'On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects', Int. J. Solids Struct. 25, 803-833 (1989).
41. N. R. Hansen and H. L. Schreyer, 'A thermodynamically consistent framework for theories of elastoplasticity coupled with damage', Int. J. Solids Struct. 31, 359-389 (1994).