TECHNICAL PAPERS
Jun 1, 2005

Composite Damage Models for Diffusivity of Distressed Materials

Publication: Journal of Materials in Civil Engineering
Volume 17, Issue 3

Abstract

A distressed material can be considered as a two-phase composite material with the distressed areas (volumes) as one phase and the original material as the other phase. A parallel diffusion model was developed in which the damaged phase and the original phase are arranged parallel to the direction of diffusion. The parallel model is associated with the isogradient principle in that the concentration gradients in the damaged phase and in the original phase are the same. A serial diffusion model was developed in which the two phases are arranged perpendicular to the direction of diffusion. The serial model is associated with the isoflux principle in that the fluxes in the two phases are the same. The two-phase composite models were further extended into general multiphase composite models to evaluate the effect of multilevel damage on the effective diffusivity of distressed materials. A principle of minimum complementary “chemical-flux energy” and a principle of minimum “potential chemical energy” were established similar to the commonly used principles of minimum complementary energy and minimum potential energy. Based on the two new minimum energy principles, it was shown that the parallel model is the lower bound and the serial model is the upper bound for effective diffusivity of distressed materials. Diffusivity of distressed concrete was used as an example. The experimental data agreed quite well with predictions of the theoretical models.

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Acknowledgments

Financial support under National Science Foundation Grant No. CMS-9872379 to the University of Colorado at Boulder is gratefully acknowledged. The second writer would like to acknowledge Kuwait University for all the defrayal and support received.

References

Aboudi, J. (1991). Mechanics of composite materials—A unified micromechanical approach, Elsevier, Amsterdam.
Aldea, C.-M., Shah, S. P., and Karr, A. F. (1999). “Permeability of cracked concrete” Mater. Struct., 32, 370–376.
Christensen, R M. (1979). Mechanics of composite materials, Wiley, New York.
Daian, J. F., and Saliba, J. (1993). “Transient moisture transport in a cracked porous medium.” Transp. Porous Media, 13, 239–260.
DeHoff, R. T. (1993). Thermodynamics in materials science, McGraw-Hill, New York.
Eskandari-Ghadi, M. (2003). “Effective mechanical, transport, and cross properties for distressed composite materials.” PhD thesis, Univ. of Colorado, Boulder, Colo.
Eskandari-Ghadi, M., Xi, Y., and Sture, S. (2004). “Composite damage mechanics and applications to modeling of degradation of concrete.” Proc., Fracture Mechanics of Concrete Structures, V. C. Li, C. K. Y. Leung, K. J. Willam, and S. L. Billington, eds., Univ. of Colorado, Boulder, Colo., 263–269.
Gerard, B., and Merchand, J. (2000). “Influence of cracking on the diffusion properties of cement-based materials. I: Influence of continuous cracks on the steady-state regime.” Cem. Concr. Res. 30, 37–43.
Haase, R. (1969). Thermodynamics of irreversible processes, Addison-Wesley, Reading, Mass.
Hashin, Z. (1962). “The elastic moduli of heterogeneous materials.” J. Appl. Mech., 29, 143–150.
Hashin, Z., and Shtrikman, S. (1962). “A variational approach to the theory of the effective magnetic permeability of multiphase materials.” J. Appl. Phys., 33, 3125.
Hashin, Z., and Shtrikman, S. (1963). “A variational approach to the theory of the elastic behavior of multiphase materials.” J. Mech. Phys. Solids, 11, 127–140.
Jones, R. M. (1999). Mech. Compos. Mater., 2nd Ed., Taylor and Francis, Philadelphia, 137–143.
Kachanov, M. (1958). “Time of the rupture process under creep conditions.” Izv. Akad. Rad. Nauk, 8, 26–31 (in Russian).
Kachanov, M., Sevostianov, I., and Shafiro, B. (2001). “Explicit cross-property correlations for porous materials with anisotropic microstructures.” J. Mech. Phys. Solids, 49, 1–25.
McLachlan, D. S., Blaszkiewicz, M., and Newnham, R. E. (1990). “Electrical resistivity of composites.” J. Am. Ceram. Soc., 73(8), 2187–2203.
Nakhi, A. E. (2004). “Damage impact on chloride diffusion through concrete: Experimental, theoretical, and numerical studies.” PhD thesis, Univ. of Colorado, Boulder, Colo.
Paul, B. (1960). “Prediction of elastic constants of multiphase materials.” Trans. Metall. Soc. AIME, 218, 36–41.
Saetta, A., Scotta, R., and Vitaliani, R. (1999). “Coupled environmental-mechanical damage model of RC structures.” J. Eng. Mech., 125(8), 930–940.
Sanjuan, M. A., and Filho, R. D. (1998). “Effectiveness of crack control at early age on the corrosion of steel bars in low modulus sisal and coconut fiber-reinforced mortars.” Cem. Concr. Res., 28(4), 555–565.
Taheri, A., and Breugel, K. (1987). “An experimental approach to study durability of concrete in marine environment under cyclic thermal loading.” Progress in Concrete Research, 5, 65–75.
Wojnar, R. (1998). “Upper and lower bounds on heat flux.” J. Therm. Stresses, 21, 381–403.
Xi, Y. (1995). “A model for moisture capacities of composite materials—Formulation.” Comput. Mater. Sci., 4, 65–77.
Xi, Y. (2002). “A composite theory for diffusivity of distressed materials.” Proc., 15th Engineering Mechanics Conf. (CD-ROM), ASCE, Reston, Va.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 17Issue 3June 2005
Pages: 286 - 295

History

Received: Apr 6, 2004
Accepted: Aug 11, 2004
Published online: Jun 1, 2005
Published in print: Jun 2005

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Notes

Note. Associate Editor: Zdenek P. Bazant

Authors

Affiliations

Yunping Xi
Associate Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado at Boulder, Boulder, CO 80309.
Ammar Nakhi
Assistant Professor, Civil Engineering Dept., Kuwait Univ., Safat, 13060, Kuwait; formerly, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado at Boulder, Boulder, CO 80309.

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