Thermomechanically consistent continuum damage model for concrete materials

Journal of Engineering Mechanics

Volumn 123, Issue 1, 1997, Pages 60-69

  Peng, X ^a   Meyer, C ^b   Fang, L ^b,c  

^a CHONGQING UNIVERSITY   (China)

^b Och Spine at New York Presbyterian Hospitals   (United States)

^c WEIDLINGER ASSOCIATES INC   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE; CONTINUUM DAMAGE MODEL; LOADING; THERMOMECHANICS; TRIAXIAL STRESS;

EID: 0030955575     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1997)123:1(60)     Document Type: Article

References (29)

1. Bazant, Z. P. et al. (1986). "Confined compression test of cement paste and concrete up to 300 ksi." ACI J., 83(July-Aug.), 553-560.
2. Chaboche, J. L. (1986). "Time-independent constitutive theories for cyclic plasticity." Int. J. Plasticity, 2, 149-188.
3. Chaboche, J. L. (1992). "Damage induced anisotropy: on the difficulties associated with the active/passive unilateral condition." Int. J. Damage Mech., 1, 148-171.
4. Chaboche, J. L., and Rousselier, G. (1983). "On the plastic and viscoplastic constitutive equations." J. Pressure Vessel Technol., 105, 153-164.
5. Chow, C. L., and Wang, J. (1987). "An anisotropic theory of continuum damage for ductile fracture." Engrg. Fracture Mech., 27, 547-558.
6. Collombet, F. (1985). "Modelization de l'endommagement anisotrope. Application au comportment du beton sous sollicitations multiaxiales," These de 3eme cycle, L.M.T., Univ. of Paris, France (in French).
7. Fan, J. (1987). "On a thermomechanically constitutive theory and its application to CDM, fatigue, fracture and composites." Proc., IUTAM Symp. on Thermomechanical Coupling in Solids, Elsevier Science Publishers, Amsterdam, The Netherlands, 223-237.
8. Fan, J., and Peng, X. (1991). "A physically based constitutive description for nonproportional cyclic plasticity." J. Engrg. Mat. Technol., 113, 254-262.
9. Grzybowski, M., and Meyer, C. (1993). "Damage accumulation in concrete with and without fiber reinforcement." ACI Mat. J., 90, 594-604.
10. Hansen, N. R., and Schreyer, H. L. (1995). "Damage deactivation." J. Appl. Mech., 62, 450-458.
11. Ju, J. W. (1989). "On energy-based coupled elastoplastic damage theories: constitutive modelling and computational aspects." Int. J. Solids Struct., 25, 803-833.
12. Kachanov, L. M. (1980). "Continuum model of medium with cracks." J. Engrg. Mech., ASCE, 106(5), 1039-1051.
13. Krajcinovic, D., and Fonseka, G. U. (1981). "The continuous damage theory of brittle materials." J. Appl. Mech., 48, 809-824.
14. Lemaitre, J. (1984). "How to use damage mechanics." Nuclear Engrg. Des., 80, 233-245.
15. Mazars, J. (1984). "Application de la mecanique de l'endommangement au comportment non lineaire et a la rupture du beton de structure," These de Doctorate d'Etat, L.M.T., Univ. of Paris, France (in French).
16. Mazars, J. (1985). "A model of unilateral elastic damagible material and its application to concrete." Proc., RILEM Int. Conf. Fracture Mech. of Concrete, RILEM, Paris, France.
17. Murakami, S. (1988). "Mechanical modeling of material damage." J. Appl. Mech., 55, 280-286.
18. Ortiz, M. (1985). "A constitutive theory for the inelastic behavior of concrete." Mech. of Mat., 4, 67-93.
19. Peng, X., and Ponter, A. R. S. (1994). "A constitutive law for a class of two-phase materials with experimental verification." Int. J. Solids Struct., 31, 1099-1111.
20. Scavuzzo, R. et al. (1983). "Stress-strain curves for concrete under multiaxial load histories." Rep., Dept. of Civ., Envir., and Arch. Engrg., Univ. of Colorado, Boulder, Colo.
21. Simo, J. C., and Ju, J. W. (1987). "Stress and strain based continuum damage models." Int. J. Solids Struct., 23, 821-869.
22. Sinha, B. P. et al. (1964). "Stress-strain relations for concrete under cyclic loading." ACI J., 61(2), 195-211.
23. Suaris, J., and Ouyang, C. (1990). "Damage model for cyclic loading of concrete." J. Engrg. Mech., ASCE, 116(5), 1020-1035.
24. Valanis, K. C. (1971). "A theory of viscoplasticity without a yield surface." Arch. Mech., 23, 517-551.
25. Valanis, K. C. (1980). "Fundamental consequences of new intrinsic time measure plasticity as a limit of the endochronic theory." Arch. Mech., 23, 171-190.
26. Valanis, K. C., and Fan, J. (1983). "Endochronic analysis of cyclic elastoplastic strain fields in a notched plate." J. Appl. Mech., 50, 789-794.
27. van Mier, J. G. M. (1984). "Strain-softening of concrete under multiaxial loading conditions," PhD thesis, Eindhoven Univ. of Technol., The Netherlands.
28. Wang, C. Z. et al. (1987). "Experimental investigation of biaxial and triaxial compressive concrete strength." ACI Mat. J., 84, 92-100.
29. Watanabe, O., and Atluri, S. N. (1986). "Internal time, general internal variable and multi-yield surface theories of plasticity and creep: a unification of concept." Int. J. Plasticity, 2, 37-52.