TECHNICAL PAPERS
Nov 1, 2005

Structural Effects of Drying Shrinkage

Publication: Journal of Engineering Mechanics
Volume 131, Issue 11

Abstract

Predicting delayed strains in concrete proves to be critical to a large number of prestressed concrete structures. These delayed strains include drying shrinkage, basic, and drying creep strains essentially. In this paper, a model for identifying structural effects, due to cracking, on the behavior of drying concrete is presented. Existing experimental results are used in order to display the frontier between the intrinsic behavior of the material and the structural effects when concerned by drying shrinkage.

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Acknowledgment

The writers gratefully acknowledge the financial support of EDF.

References

Baroghel-Bouny, V., Mainguy, M., Lassabatere, T., and Coussy, O. (1999). “Characterization and identification of equilibrium and transfer moisture properties for ordinary and high-performance cementitious materials.” Cem. Concr. Res., 29, 1225–1238.
Bažant, Z. P., and Chern, J. C. (1985). “Concrete creep at variable humidity: Constitutive law and mechanism.” Mater. Struct., 18(103), 1–20.
Bažant, Z. P., Hauggaaed, A. B., Baweja, S., and Ulm, F. J. (1997). “Microprestress-solidification theory for concrete creep. I: Aging and drying effects.” J. Eng. Mech., 123(11), 1188–1194.
Bažant, Z. P., Sener, S., and Kim, J. K. (1987). “Effect of cracking on drying permeability and diffusivity of concrete.” ACI Mater. J., 84, 351–357.
Bažant, Z. P., and Xi, Y. (1994). “Drying creep of concrete: Constitutive model and new experiments separating its mechanisms.” Mater. Struct., 27, 3–14.
Bisschop, J., and van Mier, J. G. M. (2002). “How to study drying shrinkage microcracking in cement-based materials using optical and scanning electron microscopy?” Cem. Concr. Res., 32, 279–287.
Brunauer, S., Skalny, J., and Bodor, E. E. (1969). “Adsorption on nonporous solids.” J. Colloid Interface Sci., 30(4), 546–552.
Carlson, R. W. (1937). “Drying shrinkage of large concrete members.” J. Am. Concr. Inst., 33, 327–336.
Feenstra, P. H., and de Borst, R. (1996). “A composite plasticity model for concrete.” Int. J. Solids Struct., 33(5), 707–730.
Granger, L. (1996). “Comportement différé du béton dans les enceintes de centrales nucléaires: Analyse et modélisation.” PhD thesis, Ecole Nationale des Ponts et Chaussées, Marne-La-Vallée, France (in French).
Hansen, T. C. (1960). “Creep of concrete: The influence of variations in the humidity of ambient atmosphere.” Proc., 6th Congress of the Int. Association of Bridge and Structural Engineering, Stockholm, Sweden, 57–65.
Ju, J. W. (1989). “On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects.” Int. J. Solids Struct., 25(7), 803–833.
Lassabatère, T., Torrenti, J.-M., and Granger, L. (1997). “Sur le couplage entre séchage du béton et contrainte appliqué.” Actes du Symposium Saint-Venant, Paris, France, 331–338 (in French).
Lee, J., and Fenves, G. L. (1998). “Plastic-damage model for cyclic loading of concrete structures.” J. Eng. Mech., 124(8), 892–900.
Mazars, J. (1984). “Application de la mécanique de l’endommagement au comportement non linéaire et à la rupture de béton de structure.” PhD thesis, Univ. of Paris VI (in French).
Meschke, G., Lackner, R., and Mang, H. A. (1998). “An anisotropic elastoplastic-damage model for plain concrete.” Int. J. Numer. Methods Eng., 42(4), 703–727.
Nechnech, W., Meftah, F., and Reynouard, J. M. (2002). “An elasto-plastic damage model for plain concrete subjected to high temperatures.” Eng. Struct., 24(5), 597–611.
Pihlajavaara, S. E. (1982). “Estimation of drying of concrete at different relative humidities and temperatures of ambient air with special discussion about fundamental features of drying and shrinkage.” Creep and shrinkage in concrete structures, Z. P. Bažant and F. H. Wittmann, eds. Wiley, New York.
Rots, J. G. (1988). “Computational modeling of concrete fracture.” PhD thesis, Delft Univ. of Technology, Delft, The Netherlands.
Sicard, V., François, R., Ringot, E., and Pons, G. (1992). “Influence of creep and shrinkage on cracking in high strength concrete.” Cem. Concr. Res., 22, 159–168.
Simo, J. C., and Taylor, R. L. (1986). “A return mapping algorithm for plane stress elastoplasticity.” Int. J. Numer. Methods Eng., 22, 649–670.
Torrenti, J.-M., Granger, L., Diruy, M., and Genin, P. (1997). “Modeling concrete shrinkage under variable ambient conditions.” ACI Mater. J., 96(1), 35–39.
Xi, Y., Bažant, Z. P., and Jennings, H. M. (1994a). “Moisture diffusion in cementitious materials—Moisture capacity and diffusivity.” Adv. Cem. Based Mater., 1, 258–266.
Xi, Y., Bažant, Z. P., Molina, L., and Jennings, H. M. (1994b). “Moisture diffusion in cementitous materials—Adsorption isotherms.” Adv. Cem. Based Mater., 1, 248–257.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 131Issue 11November 2005
Pages: 1195 - 1199

History

Received: Mar 18, 2002
Accepted: Mar 8, 2005
Published online: Nov 1, 2005
Published in print: Nov 2005

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Notes

Note. Associate Editor: Stein Sture

Authors

Affiliations

Farid Benboudjema
Doctor, Laboratoire de Mécanique et Technologie, Ecole Normale Supérieure de Cachan, 61 Ave. du Président Wilson, F-94235 Cachan, France.
Fékri Meftah
Assistant Professor, Laboratoire de Mécanique, Univ. de Marne-La-Vallée, 2 Rue Albert Einstein, F-77420 Champs-sur-Marne, France.
Jean-Michel Torrenti
Doctor of Engineering, Laboratoire de Mécanique et Technologie, Ecole Normale Supérieure de Cachan, 61 Ave. du Président Wilson, F-94235 Cachan, France; and IRSN, BP 6, F-92265 Fontenay-Aux-Roses CEDEX, France.

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