Technical Papers
Mar 24, 2012

Model for Early-Age Rate of Evaporation of Cement-Based Materials

Publication: Journal of Engineering Mechanics
Volume 138, Issue 11

Abstract

Early-age cracking affects the structural integrity of concrete structures and, if not inhibited, would lead to a reduction in service life. Plastic cracks are observed in the first few hours after placing the concrete, a time period well within the initial stages when the drying process is controlled by the rate of evaporation of concrete surfaces, which is roughly constant and similar to the rate of evaporation from water surfaces. In the absence of a theoretical method, this rate is commonly estimated using a nomograph based on Dalton’s law. In this paper, a fluid mechanics–based approach for water evaporation based on the boundary-layer theory, mass transfer, diffusion, and convection is described. A parametric study is conducted on the effect of boundary-layer temperature, wind speed, relative humidity, and evaporation characteristic length on the calculated evaporation rates. Predicted evaporation rates are verified by recent experiments. Results show that given appropriate environmental parameters, evaporation rates can be predicted with a good degree of accuracy.

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References

Al-Fadhala, M., and Hover, K. C. (2001). “Rapid evaporation from freshly cast concrete and the Gulf environment.” Construct. Build. Mater., 15(1), 1–7.
Aly, T., and Sanjayan, J. G. (2009). “Mechanism of early age shrinkage of concretes.” Mater. Struct., 42(4), 461–468.
American Concrete Institute (ACI). (2001). “Guide to curing concrete.” Rep. ACI 308R-01, Farmington Hills, MI.
American Concrete Institute (ACI). (2006). “Hot weather concreting.” Rep. ACI 305.1-06, Farmington Hills, MI.
Australian Pre-Mixed Concrete Association (APMCA). (1995). “Cracks in concrete due to plastic shrinkage and plastic settlement.” Technical Bull. 95/1, Melbourne, Australia.
Azenha, M., Maekawa, K., Ishida, T., and Faria, R. (2007a). “Drying induced moisture losses from mortar to the environment. Part I: Experimental research.” Mater. Struct., 40(8), 801–811.
Azenha, M., Maekawa, K., Ishida, T., and Faria, R. (2007b). “Drying induced moisture losses from mortar to the environment. Part II: Numerical implementation.” Mater. Struct., 40(8), 813–825.
Bakhshi, M., and Mobasher, B. (2011). “Experimental observations of early-age drying of Portland cement paste under low-pressure conditions.” Cement Concr. Compos., 33(4), 474–484.
Bakhshi, M., Mobasher, B., and Soranakom, C. (2012). “Moisture loss characteristics of cement-based materials under early-age drying and shrinkage conditions.” Construct. Build. Mater., 30, 413–425.
Canadian Standards Association (CSA). (1991) “Design and control of concrete mixes.” A23.1, 5th Ed., Ottawa.
Churchill, S. W., and Ozoe, H. (1973). “A correlation for laminar free convection from a vertical plate.” J. Heat Transfer, 95(4), 540–541.
Cohen, M. D., Olek, J., and Dolch, W. L. (1990). “Mechanism of plastic shrinkage cracking in Portland cement and Portland cement–silica fume paste and mortar.” Cement Concr. Res., 20(1), 103–119.
Crawford, M. (1976). Air pollution control theory, McGraw Hill, New York.
Dalton, J. (1802). “Experimental essays on evaporation.” Proc., Manchester Lit. Philos. Soc., 5, 536–602.
Dao, V. T. N., Dux, P. F., and Morris, P. H. (2009). “Tensile properties of early-age concrete.” ACI Mater. J., 106(6), 483–492.
Esping, O. (2008). “Effect of limestone filler BET(H2O)-area on the fresh and hardened properties of self-compacting concrete.” Cement Concr. Res., 38(7), 938–944.
Friedlander, S. K. (1977). Smoke, dust, and haze: Fundamentals of aerosol behavior, Wiley, New York.
Garrabrants, A. C., and Kosson, D. S. (2003). “Modeling moisture transport from a Portland cement-based material during storage in reactive and inert atmospheres.” Dry. Technol., 21(5), 775–805.
Hall, C., and Hoff, W. D. (2002). Water transport in brick, stone, and concrete, Taylor & Francis, New York.
Hammer, T. A. (2001). “Effect of silica fume on the plastic shrinkage and pore water pressure of high-strength concretes.” Mater. Struct., 34(5), 273–278.
Hisatake, K., Fukuda, M., Kimura, J., Maeda, M., and Fukuda, Y. (1995). “Experimental and theoretical study of evaporation of water in a vessel.” J. Appl. Phys., 77(12), 6664–6674.
Hisatake, K., Tanaka, S., and Aizawa, Y. (1993). “Evaporation rate of water in a vessel.” J. Appl. Phys., 73(11), 7395–7401.
Hover, K. C. (2006). “Evaporation of water from concrete surfaces.” ACI Mater. J., 103(5), 384–389.
Incropera, F. P., and DeWitt, D. P. (2007). Introduction to heat transfer, 5th Ed., Wiley, New York.
Kohler, M. A. (1954). “Lake and pan evaporation.” Water-loss investigations: Lake Hefner studies, U.S. Government Printing Office, Washington, DC, 127–148.
Kohler, M. A., Nordenson, T. J., and Fox, W. E.(1955) “Evaporation from pans and lakes.” Research Paper No. 38, U.S. Department of Commerce, Washington, DC.
Lienhard, J. H., IV, and Lienhard, J. H., V. (2008) A heat transfer textbook, 3rd Ed., Phlogiston, Cambridge, MA, 643.
Lura, P., Pease, B., Mazzotta, G., Rajabipour, F., and Weiss, J. (2007). “Influence of shrinkage-reducing admixtures on development of plastic shrinkage cracks.” ACI Mater. J., 104(2), 187–194.
Menzel, C. A. (1954) “Causes and prevention of crack development in plastic concrete.” Proc., Portland Cement Assoc. Annual Meeting, Portland Cement Association, Skokie, IL, 130–136.
Mora-Ruacho, J., Gettu, R., and Aguado, A. (2009). “Influence of shrinkage-reducing admixtures on the reduction of plastic shrinkage cracking in concrete.” Cement Concr. Res., 39(3), 141–146.
Morris, P., and Dux, P. (2003). “Cracking of plastic concrete.” Aust. J. Civ. Eng., 1(1), 17–21.
Moss, A. A. H., and Nonhebel, G. (1971). Drying of solids in the chemical industry, Butterworth, London.
Moyers, C. G., and Baldwin, G. W. (2007). “Psychrometry, evaporative cooling, and solids drying.” Perry's chemical engineers' handbook, 8th Ed., D. Green and R. Perry, eds., McGraw Hill, New York.
Nellis, G., and Klein, S. (2009). Heat transfer, Cambridge University Press, New York.
Poling, B. E., Prausnitz, J. M., and O'Connell, J. (2000). The properties of gases and liquids, 5th Ed., McGraw Hill, New York.
Poole, T. S. (2006). “Guide for curing Portland cement concrete pavements, II.” FHWA-HRT-05-038, Federal Highway Administration, McLean, VA.
Radocea, A. (1992). “A study on the mechanism of plastic shrinkage of cement-based materials.” Ph.D. thesis, Chalmers Univ. of Technology, Göteborg, Sweden.
Reist, P. C. (1993). Aerosol science and technology, 2nd Ed., Wiley, New York.
Saxena, S. C., and Hestermans, P. (1970) “Viscosity.” Chapter XI, Thermophysical properties of matter, Y. S. Touloukian, ed., IFI/Plenum, New York.
Šelih, J. T., and Bremner, W. (1996). “Drying of saturated lightweight concrete: An experimental investigation.” Mater. Struct., 29(7), 401–405.
Shuttleworth, W. J. (1993). “Evaporation.” Handbook of hydrology, D. R. Maidment, ed., McGraw Hill, New York.
Slowik, V., Schlattner, E., and Klink, T. (2004). “Experimental investigation into early age shrinkage of cement paste by using fiber Bragg gratings.” Cement Concr. Compos., 26(5), 473–479.
Slowik, V., Schmidt, M., and Fritzsch, R. (2008). “Capillary pressure in fresh cement-based materials and identification of the air entry value.” Cement Concr. Compos., 30(7), 557–565.
Stull, R. B. (1988). An introduction to boundary layer meteorology, Kluwer Academic, Boston.
Thibodeaux, L. J. (1979). Chemodynamics: Environmental movement of chemicals in air, water, and soil, Wiley, New York.
Tuve, G. L., and Bolz, R. E. (1976). Handbook of tables for applied engineering science, 2nd Ed., CRC Press, Cleveland.
Uno, P. J. (1998). “Plastic shrinkage cracking and evaporation formulas.” ACI Mater. J., 95(4), 365–375.
U.S. Army Corps of Engineers (USACE). (1987). “Standard practice for concrete pavements.” TM 5-822-7, Washington, DC.
Veihmeyer, F. J. (1964). “Evapotranspiration.” Handbook of applied hydrology, V. T. Chow, ed., McGraw Hill, New York.
Wiederhold, P. R. (1997). Water vapor measurement: Methods and instrumentation, Marcel Dekker, New York.
Wittmann, F. H. (1976). “On the action of capillary pressure in fresh concrete.” Cement Concr. Res., 6(1), 49–56.
Wongtanakitcharoen, T., and Naaman, A. E. (2007). “Unrestrained early age shrinkage of concrete with polypropylene, PVA, and carbon fibers.” Mater. Struct., 40(3), 289–300.
Yi, S.-M., Holsen, T., and Noll, K. (1997). “Comparison of dry deposition predicted from models and measured with a water surface sampler.” Environ. Sci. Technol., 31(1), 272–278.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 138Issue 11November 2012
Pages: 1372 - 1380

History

Received: Jun 7, 2011
Accepted: Mar 22, 2012
Published online: Mar 24, 2012
Published in print: Nov 1, 2012

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Authors

Affiliations

M. Bakhshi, Ph.D., M.ASCE
Structural Engineer, Tunneling and Underground Structures Dept., AECOM Technology Corporation, 20 Exchange Place, 13th Floor, New York, NY 10005.
B. Mobasher, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil, Environmental, and Sustainable Engineering, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85287 (corresponding author). E-mail: [email protected]
M. Zenouzi, Ph.D.
P.E.
Professor, Dept. of Mechanical Engineering and Technology, College of Engineering and Technology, Wentworth Institute of Technology, Boston, MA 02115.

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