In this paper, a displacement equivalence-based damage model for brittle materials is proposed. A new damage deactivation criterion, which depends on both the stress and strain states of the materials, is adopted. Based on the concept of effective stress, the virtual undamaged configuration is introduced, and the assumption of displacement equivalence is proposed to correlate the damaged and the virtual undamaged configurations. Then, an additional crack-opening-induced normal deformation is introduced, and the three-dimensional (3D) effect of these opened cracks is also considered. The evolution rule of damage is deduced using the Onsager relations, which also ensure that the second law of thermodynamics is satisfied.
Issue Section:
Technical Papers
1.
Krajcinovic
, D.
, 1989
, “Damage Mechanics
,” Mech. Mater.
, 8
, pp. 117
–197
.2.
Li
, Q. B.
, and Ansari
, F.
, 1999
, “Mechanics of Damage and Constitutive Relationships for Concrete
,” J. Eng. Mech. Div.
, 125
, pp. 1
–10
.3.
Krajcinovic, D., 1996, Damage Mechanics, North-Holland Series in Applied Mathematics and Mechanics, Elsevier, New York.
4.
Carol
, I.
, Bazant
, Z. P.
, and Prat
, C. P.
, 1991
, “Geometric Damage Tensor Based on Micro-Plane Method
,” J. Eng. Mech. Div.
, 117
, pp. 2429
–2448
.5.
Lemaitre
, J.
, 1985
, “A Continuous Damage Mechanics Model for Ductile Fracture
,” J. Eng. Mat. Tech.
, 107
, pp. 83
–89
.6.
Sidoroff, F., 1981, “Description of Anisotropic Damage Application to Elasticity,” IUTAM Colloquium, Physical Nonlinearities in Structural Analysis, J. Hult and J. Lemaitre, eds., Springer-Verlag, Berlin, pp. 237–244.
7.
Li
, Q. M.
, 2000
, “Energy Correlation Between a Damaged Macroscopic Continuum and its Sub-Scale
,” Int. J. Solids Struct.
, 37
, pp. 4539
–4556
.8.
Krajcinovic
, D.
, and Fonseka
, G. U.
, 1981
, “The Continuous Damage Theory of Brittle Materials—Part 1: General Theory
,” ASME J. Appl. Mech.
, 48
, pp. 809
–815
.9.
Ju
, J. W.
, and Lee
, X.
, 1991
, “Micro-Mechanical Damage Models for Brittle Solids I: Tensile Loading
,” J. Eng. Mech. Div.
, 117
, pp. 1495
–1514
.10.
Tohgo
, K.
, and Chou
, T. W.
, 1996
, “Incremental Theory of Particulate-Reinforced Composites Including Debonding Damage
,” JSME Int. J., Ser. A
, 39
, pp. 389
–397
.11.
Ladeveze, P., 1983, “Sur une theorie de l’endomagement anisotrope,” Int. Report No. 34, Laboratoire de Mecanique et Technologie, Cachan, France (in French).
12.
Fichant
, S.
, Pijaudier-Cabot
, G.
, and La Borderie
, C.
, 1997
, “Continuum Damages Modeling: Approximation of Crack Induced Anisotropy
,” Mech. Res. Commun.
, 24
, pp. 109
–114
.13.
Krajcinovic, D., 1985, “Constitutive Theories for Solids With Defective Microstructure,” Damage Mechanics and Continuum Modeling, N. Stubbs and D. Krajcinovic, eds., ASCE, Reston, VA, pp. 39–56.
14.
Loland
, K. E.
, 1980
, “Continuous Damage Model for Load-Response Estimation of Concrete
,” Cem. Concr. Res.
, 10
, pp. 392
–492
.15.
Dong
, L. L.
, Xie
, H. P.
, and Zhao
, P.
, 1995
, “Experimental Research on Complete Damage Process of Concrete Under Compression
,” J. Experimental Mech. (China)
, 10
, pp. 95
–102
.16.
Ju
, J. W.
, 1989
, “On Energy-Based Coupled Elastoplastic Damage Theories: Constitutive Modeling and Computational Aspects
,” Int. J. Solids Struct.
, 25
, pp. 803
–833
.17.
Govindjee
, S.
, Kay
, G. J.
, and Simo
, J.
, 1995
, “Anisotropic Modelling and Numerical Simulation of Brittle Damage in Concrete
,” Int. J. Numer. Methods Eng.
, 38
, pp. 3611
–3633
.18.
Li, Q. M., 1999, “Dissipative Flow Model Based on Dissipative Surface and Irreversible Thermodynamics,” Archive Appl. Mech., Springer-Verlag, Berlin, pp. 379–392.
19.
Bazant
, Z. P.
, and Prat
, P. C.
, 1988
, “Micro-Plane Model for Brittle-Plastic Material: I Theory, II Verification
,” J. Eng. Mech. Div.
, 114
, pp. 1672
–1700
.20.
Lemaitre, J., 1996, A Course on Damage Mechanics, Springer, Holland.
21.
Valanis
, K. C.
, 1992
, “A Local and Non-Local Damage Theory: A Brief Review
,” Damage Mechanics and Localization, ASME
, New York, 142
, pp. 145
–152
.22.
Yu, T. Q., and Qian, J. C., 1993, Damage Theory and its Application, National Defense Industry Press of China, Beijing (in Chinese).
23.
Hansen
, N. R.
, and Schreyer
, H. L.
, 1994
, “A Thermodynamically Consistent Framework for Theories of Elastoplasticity Coupled With Damage
,” Int. J. Solids Struct.
, 31
, pp. 359
–389
.24.
Van Mier
, J. G. M.
, 1986
, “Fracture of Concrete Under Complex Stress
,” Heron, 31, TNO-Delft, The Netherlands.25.
Ortiz
, M.
, 1985
, “A Constitutive Theory for the Inelastic Behavior of Concrete
,” Mech. Mater.
, 4
, pp. 67
–93
.26.
Dragon, A., and Halm, D., 1998, “A Meso-Crack Damage and Friction Coupled Model for Brittle Materials.” Damage Mechanics in Engineering Materials, G. Z. Voyiadjis, J. W. Ju, and J. L. Chaboche, eds., Elsevier, New York, pp. 321–336.
27.
Murakami, S., and Ohno, M., 1980, “A Continuum Theory of Creep and Creep Damage,” Proc. 3rd IUTAM Symp. on Creep in Structures, A. R. S. Ponter and D. R. Hayhurst, eds., Springer-Verlag, Berlin, pp. 422–443.
28.
Fafitis
, A.
, and Won
, Y. H.
, 1992
, “A Multiaxial Stochastic Constitutive Law for Concrete: Part I—Theoretical Development and Part II—Comparison With Experimental Data
,” ASME J. Appl. Mech.
, 59
, pp. 283
–294
.29.
Nemat-Nasser, N., and Hori, M., 1992, Micromechanics: Overall Properties of Heterogeneous Materials, North-Holland Series in Applied Mathematics and Mechanics, Elsevier, New York.
30.
Ramtani, S., 1990, “Contribution a la Modelisation du Comportement Multiaxial du Beton Endommage avec Description du Caractere Unilateral,” Thesis, Univ. Paris VI (in French).
31.
Frantziskonis
, G.
, and Desai
, C. S.
, 1987
, “Constitutive Model With Strain Softening
,” Int. J. Solids Struct.
, 23
, pp. 733
–750
.32.
Caboche, J. L., 1992, “On the Description of Damage Induced Anisotropy and Active/Passive Damage Effect,” Damage Mechanics in Engineering Materials, J. W. Ju, D. Krajcinovic, and H. L. Schreyer, eds., ASME, New York, pp. 153–166.
Copyright © 2003
by ASME
You do not currently have access to this content.