Finite-Element Modeling and Calibration of Temperature Prediction of Hydrating Portland Cement Concrete Pavements
Publication: Journal of Materials in Civil Engineering
Volume 18, Issue 3
Abstract
The temperature profiles in a hydrating concrete slab are produced by a two-dimensional finite-element method software tool, (temperature and moisture analysis for curing concrete), as a function of time and ambient boundary conditions described in this paper. To include the effect of the heat of vaporization, heat flux due to evaporation is included in the boundary condition of heat transfer at the slab surface in addition to the effects of surface humidity, effective curing thickness, and surface moisture emissivity on the rate of evaporation. Thermal conductivity is back-calculated using the data collected from laboratory measurements toward the improvement of the modeling of thermal conductivity. Theoretically, the material properties determined in this manner should facilitate accurate temperature prediction. Thus, temperature prediction in hardening concrete pavements under various conditions can be effectively calibrated by improved material characterization. To this end, this paper provides the basis of a calibration protocol.
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Acknowledgments
The research in this paper was sponsored by the Federal Highway Administration (FHwA) and the Texas Department of Transportation (TxDOT). The writers express gratitude to the FHwA and TxDOT for their financial support.
References
American Society of Heating Refrigeration and Air Conditioning Engineers (ASHRAE). (1972). Handbook of fundamentals, New York.
ASTM. (1999). “Standard practice for estimating concrete strength by the maturity method.” ASTM C1074, annual book of ASTM standards, West Conshohocken, Pa.
Bathe, K. J. (1982). Finite element procedures in engineering analysis, Prentice-Hall, Englewood Cliffs, N.J.
Bazant, Z. P., and Najjar, L. J. (1972). “Nonlinear water diffusion in nonsaturated concrete.” Mater. Struct., 5(25), 3–20.
Branco, F. A., Mendes, R. A., and Mirabell, E. H. (1992). “Heat of hydration effects in concrete structures.” ACI Mater. J., 89(2), 139–145.
Chapman, A. J. (1982). Fundamentals of heat transfer, Macmillan, New York.
Emborg, M. (1989). “Thermal stresses in concrete structures at early ages.” Doctoral’s thesis, Lulea Univ. of Technology, Lulea, Sweden.
Hsieh, C. K., Qin, C., and Ryder, E. E. (1989). “Development of computer modeling for prediction of temperature distribution inside concrete pavements.” Rep. FL/DOT/SO/90-374, Dept. of Mechanical Engineering, Univ. of Florida, Gainesville, Fla.
Incropera, F. P., and DeWitt, D. P. (1996). Fundamentals of heat and mass transfer, 4th Ed., Wiley, New York.
Jeong, J. H. (2003). “Characterization of slab behavior and related material properties due to temperature and moisture effects.” Ph.D. dissertation, Texas A&M Univ., College Station, Tex.
Jeong, J. H., and Zollinger, D. G. (2003). “Development of test methodology and model for evaluation of curing effectiveness in concrete pavement construction.” Transportation Research Record. 1861, Transportation Research Board, Washington D.C., 18–25.
Jeong, J. H., and Zollinger, D. G. (2005). “Environmental effects on the behavior of jointed plain concrete pavements.” J. Transp. Eng., 131(2), 140–148.
Kapila, D., Falkowsky, J., and Plawsky, J. L. (1997). “Thermal effects during the curing of concrete pavements.” ACI Mater. J., 94(2), 119–128.
Kaviany, M. (1994). Principles of convective heat transfer, Springer, New York.
Klemens, P. G. (1969). Theory of the thermal conductivity of solids, R. P. Tye, ed., Vol. 1, Academic, London.
Linsley, R. K., Kohler, M. A., and Paulhus, J. L. (1975). Hydrology for engineers, 2nd Ed., McGraw-Hill, New York.
Meinel, A. B., and Meinel, M. P. (1976). Applied solar energy: An introduction, Addison-Wesley, Reading, Mass.
Neville, A. M. (1996). Properties of concrete, 4th Ed., Wiley, New York.
Parrott, L. J. (1988). “Moisture profiles in drying concrete.” Adv. Cem. Res., 1(3), 164–170.
Parrott, L. J. (1991). “Factors influencing relative humidity in concrete.” Mag. Concrete Res., 43(154), 45–52.
Reddy, J. N. (1984). Energy and variational methods in applied mechanics, Wiley, New York.
Reddy, J. N. (1993). An introduction to the finite element method, 2nd Ed. McGraw-Hill, New York.
Ruiz, J. M., Schindler, A. K., Rasmussen, R. O., Nelson, P. K., and Chang, G. K. (2001). “Concrete temperature modeling and strength prediction using maturity concepts in the FHwA HIPERPAV software.” Proc., 7th Int. Conf. on Concrete Pavements, 97–111.
Says, W. M., and Crawford, M. E. (1980). Convective heat and mass transfer, McGraw-Hill, New York.
Siegel, R., and Howell, J. R. (1981). Thermal radiation heat transfer, 2nd Ed., McGraw-Hill, New York.
Taljaston, B. (1987). “Temperature development and maturity growth for ordinary Swedish portland cement Type II.” Diploma Work 1987:035, Technical Univ. of Lulea, Lulea, Sweden.
Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity, 3rd Ed., McGraw-Hill, New York.
Trinhztfy, H. W., Blaauwendraad, J., and Jongendijk, J. (1982). “Temperature development in concrete structures taking accounting of state dependent properties.” Proc., RILEM Int. Conf. on Concrete at Early Ages, Vol, 1, RILEM, Cachon Cedex, France, 211–218.
Yang, S. (1996). “A temperature prediction model in new concrete pavement and new test method for concrete fracture parameters.” Ph.D. dissertation, Texas A&M Univ., College Station, Texas.
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© 2006 ASCE.
History
Received: Feb 19, 2004
Accepted: Feb 8, 2005
Published online: Jun 1, 2006
Published in print: Jun 2006
Notes
Note. Associate Editor: Christopher K. Y. Leung
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