Technical Papers
May 30, 2013

Calculation of Shrinkage Stress in Early-Age Concrete Pavements. II: Calculation of Shrinkage Stress

Publication: Journal of Transportation Engineering
Volume 139, Issue 10

Abstract

This paper focuses on modeling of the shrinkage stress in concrete pavements that experience nonlinear shrinkage strain through the depth of the slab. A closed form of an analytical solution of shrinkage stress is developed. In the modeling, the nonlinear shrinkage strain through the depth of the slab is divided into three components, as follows: (1) uniform, (2) linear, and (3) nonlinear shrinkage. Afterwards, the shrinkage stress resulting from each component is calculated separately. The total shrinkage stress is then obtained by summing the three stress components together. Using the model, the distribution of the shrinkage stress in concrete pavements at an early age from concrete casting is calculated and analyzed. The model results show that the developed law of shrinkage stress in pavement is consistent with the development of shrinkage strain. Within the stage of the shrinkage strain uniformly developed, a uniform shrinkage stress is expected throughout the slab. In the stage with a shrinkage strain gradient, a stress gradient is also expected. With respect to the condition that the slab top experiences drying, the distribution of the shrinkage stress along the pavement depth is apparently nonlinear and the nonlinearity is stronger in the area close to the drying surface. The maximum and minimum tensile shrinkage stresses occur at the top and bottom, respectively, of the middle section of the slab in this case. Concrete strength can significantly influence the magnitude of the shrinkage stress and its distribution in the slab. For a given age and location, a higher concrete strength corresponds with a larger shrinkage stress and stress gradient.

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Acknowledgments

This paper has been supported by grants from the National Science Foundation of China (No. 50978143 and 51178248) and a grant from National Basic Research Program of China (No. 2009CB623200) to Tsinghua University.

References

Ayano, T., and Wittmann, F. H. (2002). “Drying, moisture distribution, and shrinkage of cement-based materials.” Mater. Struct., 35(3), 134–140.
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.” Cement Concrete Res., 29(8), 1225–1238.
Bazant, Z. P., and Panula, L. (1978a). “Practical prediction of time dependent deformation of concrete: Parts I and II.” Mater. Struct., 11(65), 307–328.
Bazant, Z. P., and Panula, L. (1978b). “Practical prediction of time dependent deformation of concrete: Parts III and IV.” Mater. Struct., 11(66), 415–434.
Bazant, Z. P., and Panula, L. (1979). “Practical prediction of time dependent deformation of concrete: Parts V and VI.” Mater. Struct., 12(69), 169–173.
Bissonnette, B., Pierre, P., and Pigeon, M. (1999). “Influence of key parameters on drying shrinkage of cementitious materials.” Cement Concrete Res., 29(10), 1655–1662.
Bradbury, R. D. (1938). Reinforced concrete pavements, Wire Reinforcement Institute, Washington, DC, 34–41.
Choubane, B., and Tia, M. (1992). “Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements.” Transportation Research Record 1370, Transportation Research Board, Washington, DC, 11–19.
Grasley, Z. C., Lange, D. A., and D’Ambrosia, M. D. (2006). “Internal relative humidity and drying stress gradients in concrete.” Mater. Struct., 39(9), 901–909.
Hiller, E., and Roesler, J. R. (2010). “Simplified nonlinear temperature curling analysis for jointed concrete pavements.” J. Transp. Eng., 136(7), 654–663.
Mohamed, A. R., and Hansen, W. (1997). “Effect of nonlinear temperature gradient on curling stress in concrete pavement.” Transportation Research Record 1568, Transportation Research Board, Washington, DC, 65–71.
Rozycki, D. K., and Rasmussen, R. O. (1998). “Assessment of slab-base interaction in PCC airfield pavements.” Proc., Int. Air Transportation Conf., M. T. McNerney, ed., ASCE, Reston, VA, 403–422.
Stott, J. P. (1961a). “Test on materials for use in sliding layers under concrete road slabs.” Civ. Eng., 56(663), 1297–1299.
Stott, J. P. (1961b). “Test on materials for use in sliding layers under concrete road slabs.” Civ. Eng., 1301(669), 1466–1468.
Stott, J. P. (1961c). “Test on materials for use in sliding layers under concrete road slabs.” Civ. Eng., 1301(655), 1603–1605.
Trost, H. (1967). “Stress relation of pre-stressed concrete.” Concrete Steel-Reinf. Concrete, 62(1), 230–238.
Wesevich, J. W., McCullough, B. F., and Burns, N. H. (1987). “Stabilized subbase friction study for concrete pavements.” Research Rep. 495-1, Center for Transportation Research, Univ. of Texas, Austin, TX.
Westergaard, H. M. (1926). “Analysis of stress in concrete pavements due to variations of temperature.” Proc., Highway Research Board Annual Meeting, Washington, DC, 201–215.
Zhang, J., Hou, D., and Gao, Y. (2013). “Calculation of shrinkage stress in early-age concrete pavements. I: Calculation of shrinkage strain.” J. Transp. Eng., 139(10), 961–970.
Zhang, J., Hou, D. W., and Sun, W. (2010). “Experimental study on the relationship between shrinkage and interior humidity of concrete at early age.” Mag. Concrete Res., 62(3), 191–199.
Zhang, J., and Li, V. C. (2001). “Influence of supporting base characteristics on the shrinkage induced stresses in concrete pavements.” J. Transp. Eng., 127(6), 455–462.
Zhang, J., and Li, Z. H. (2005). “Calculation of thermal stresses in concrete pavements at early age.” Proc., Advances in Early Age Concrete, Dept. of Civil Engineering, Technical Univ. of Denmark. Lyngby, Denmark, 247–263.
Zhang, J., Qi, K., and Huang, Y. (2009). “Calculation of moisture distribution in early-age concrete.” J. Eng. Mech., 135(8), 871–880.
Zhang, Z. B., and Zhang, J. (2006). “Experimental study on the relationship between shrinkage strain and environmental humidity of concrete.” J. Build. Mater., 6(6), 720–723 (in Chinese).
Zhu, B. F. (1999). Thermal stress and temperature control in mass concrete, China Electric Power Publishing House, Beijing (in Chinese).

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 139Issue 10October 2013
Pages: 971 - 980

History

Received: Apr 6, 2011
Accepted: May 28, 2013
Published online: May 30, 2013
Published in print: Oct 1, 2013
Discussion open until: Oct 30, 2013

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Authors

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Professor, Dept. of Civil Engineering, Key Laboratory of Structural Safety and Durability, China Education Ministry, Tsinghua Univ., Beijing 100084, China (corresponding author). E-mail: [email protected]
Dongwei Hou
Graduate Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.
Yuan Gao
Graduate Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

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