Modelling the interaction between the atmosphere and curing concrete bridge decks with the SLABS model

Meteorological Applications

Volumn 10, Issue 2, 2003, Pages 165-186

  Wojcik, Gary S ^a   Fitzjarrald, David R ^a   Plawsky, Joel L ^b  

^a STATE UNIVERSITY OF NEW YORK   (United States)

^b RENSSELAER POLYTECHNIC INSTITUTE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ATMOSPHERIC HUMIDITY; BRIDGE DECKS; CONCRETE BRIDGES; CURING; FORECASTING; HIGH PERFORMANCE CONCRETE; HIGHWAY BRIDGES; HYDRATION; MOISTURE; PREDICTIVE ANALYTICS; ROADS AND STREETS; THERMAL GRADIENTS;

ACCURATE MODELING; CONCRETE TEMPERATURES; GENERATION MECHANISM; HYDRATION REACTION; METEOROLOGICAL INPUT; NEW YORK STATE DEPARTMENT OF TRANSPORTATIONS; ROAD SURFACE CONDITION; TEMPERATURE DEPENDENT;

ATMOSPHERIC TEMPERATURE;

ACCURACY ASSESSMENT; ARCHITECTURAL DESIGN; BOUNDARY CONDITION; BRIDGE; CONCRETE; ENERGY BALANCE; HUMIDITY; HYDRATION; PREDICTION; SURFACE TEMPERATURE;

EID: 7544244160     PISSN: 13504827     EISSN: 14698080     Source Type: Journal    
DOI: 10.1017/S135048270300207X     Document Type: Article

References (44)

1. Acevedo, O. (2001) Effects of temporal and spatial transitions on surface atmosphere exchanges. Ph.D. dissertation, University at Albany, State University of New York, 204 pp.
2. ACI (1991) Hot weather concreting. ACI Materials Journal 4: 417-436.
3. Bentz, D. P. (2002) Influence of curing conditions on water loss and hydration in cement pastes with and without flyash substitution. NISTIR 6886, 15 pp. [Available from the National Institute of Standards and Technology, 100 Bureau Drive Stop 8615, Gaithersburg, MD, 20899.]
4. Bentz, D. P. & Garboczi, E. J. (1991) Percolation of phases in a three-dimensional cement paste microstructure model. Cem. Concr. Res. 21: 325-344.
5. Bentz, D. P. & Hansen, K. K. (2000) Preliminary observations of water movement in cement pastes during curing using X-ray absorption. Cem. Concr. Res. 30: 1157-1168.
6. Bogue, R. H. (1955) Chemistry of Portland Cement. Reinhold, 793 pp.
7. Brutsaert, W. (1975) On a derivable formula for longwave radiation from clear skies. Water Resour. Res. 11: 742-744.
8. Bureau of Reclamation (1988) Concrete Manual. US Department of the Interior, 627 pp.
9. Chen, D., Gustavsson, T. & Bogren, J. (1999) The applicability of similarity theory to a road surface. Meteorol. Appl. 6: 81-88.
10. Crevier, L.-P. & Delage, Y. (2001) METRo: a new model for road-condition forecasting in Canada. J. Appl. Meteorol. 40: 2026-2037.
11. Emborg, M. (1990) Thermal stresses in concrete structures at early ages. Ph.D. dissertation, Lulea University of Technology, 286 pp.
12. FitzGibbon, M. E. (1976a) Large pours for reinforced concrete structures. Concrete 10 (3): 41.
13. FitzGibbon, M. E. (1976b) Large pours: 2. Heat generation and control. Concrete, 10 (12): 33-35.
14. Freedman, J. M., Fitzjarrald, D. R., Moore, K. E. & Sakai, R. K. (2001) Boundary layer clouds and vegetation-atmosphere feedbacks. J. Climate 14: 180-197.
15. Fujita, T. T. & Wakimoto, R. M. (1982) Effects of miso- and mesoscale obstructions on PAM winds obtained during project NIMROD. J. Appl. Meteorol. 21: 840-858.
16. Gopalan, M. K. & Haque, M. N. (1987) Effect of curing regime on the properties of fly-ash concrete. ACI Materials Journal 84 (1): 14-19.
17. Hjorth, L. (1982) Microsilica in concrete. Nordic Concrete Res. No. 1 Paper 9, Aalborg Portland, Denmark, 18 pp.
18. Incropera, F. P. & DeWitt, D. P. (1996) Introduction to Heat Transfer, John Wiley & Sons, 801 pp.
19. Jacks, E., Bower, J. B., Dagostaro, V. J., Dallavalle, J. P., Erickson, M. C. & Su, J. C. (1990) New NGM-based MOS guidance for maximum/ minimum temperature, probability of precipitation, cloud amount, and surface wind. Wea. Forecasting 5: 128-138.
20. Jacobs, A. (1997) KALCORR: a Kalman-correction model for real-time road surface temperature forecasting. KNMI Report TR-198, 23 pp. [available from Applications and Modeling Division, KNMI, Netherlands.]
21. Kondo, J. & Ishida, S. (1997) Sensible heat flux from the Earth's surface under natural convection conditions. J. Atmos. Sci. 54: 498-509.
22. Mangold, M. & Springenschmid, R. (1994) Why are temperature-related criteria so unreliable for predicting thermal cracking at early ages? In: R. Springenschmid, ed., Thermal Cracking in Concrete at Early Ages, Rilem Proceedings Series, Spon Press, 361-368.
23. MNDOT (cited 2002) [available online at: www.mrr.dot.state.mn.us/ pavement/concrete/concrete.asp.]
24. Neville, A. M. (1996) Properties of Concrete. Wiley & Sons, 844 pp.
25. NYSDOT (1998) Bridge deck construction specification improvements-implementation of recommendations by the Bridge Deck Task Force. NYSDOT Rep. EI 98-037, 13 pp. [available from New York State Department of Transportation Structures Division, 1220 Washington Ave., Building 5, 6th floor, W. Averell Harriman State Office Building Campus, Albany, NY, 12232-0600.]
26. NYSDOT (1999) Specification revisions - Class HP concrete for substructures and structural slabs. NYSDOT Rep. EI 99-002, 22 pp. [available from New York State Department of Transportation Structures Division, 1220 Washington Ave., Building 5, 6th floor, W. Averell Harriman State Office Building Campus, Albany, NY, 12232-0600.]
27. Papadakis, V. G., Fardis, M. N. & Vayenas, C. G. (1992) Hydration and carbonation of pozzolanic cements. ACI Materials Journal 89 (2): 119-130.
28. Pommersheim, J. M. & Clifton, J. R. (1991) Models of transport processes in concrete. NISTIR 4405, 92 pp. [available from the National Institute of Standards and Technology, 100 Bureau Drive Stop 8615, Gaithersburg, MD 20899.]
29. Powers, T. C. (1958) Structure and physical properties of hardened Portland cement paste. J. Amer. Ceramic Soc. 41: 1-6.
30. Powers, T.C. & Brownyard, T. L. (1946-7) Studies of physical properties of hardened Portland cement paste (nine parts), J. Amer. Concr. Inst. 43.
31. Prata, A. J. (1996) A new long-wave formula for estimating downward clear-sky radiation at the surface. Q. J. R. Meteorol. Soc. 122: 1127-1151.
32. Press, W. H., Teukolsky, S. A., Vetterling, W. T. & Flannery, B. P. (1992) Numerical Recipes in FORTRAN: The Art of Scientific Computing. Cambridge University Press, 966 pp.
33. Pruppacher, H. R. & Klett, J. D. (1997) Microphysics of Clouds and Precipitation. Kluwer Academic Publishers, 954 pp.
34. Rayer, P. J. (1987) The Meteorological Office forecast road surface temperature model. Meteorol. Mag. 116: 180-191.
35. Roelfstra, P. E., Salet, T. A. M. & Kuiks, J. E. (1994) Defining and application of stress-analysis- based temperature difference limits to prevent early-age cracking in concrete structures. In: R. Springenschmid, ed., Thermal Cracking in Concrete at Early Ages, Rilem Proceedings Series, Spon Press, 273-280.
36. Sass, B. H. (1997) A numerical forecasting system for prediction of slippery roads. J. Appl. Meteorol. 36: 801-817.
37. Shao, J. & Lister, P. J. (1996) An automated nowcasting model of road surface temperature and state for winter road maintenance. J. Appl. Meteorol. 35 1352-1361.
38. Stull, R. B. (1988) An Introduction to Boundary Layer Meteorology. Kluwer Academic Press, 666 pp.
39. Taylor, H. F. W. (1997) Cement Chemistry. Thomas Telford Publishing, 459 pp.
40. Verbeck, G. J. & Foster, C. W. (1950) The heats of hydration of the cements. Longtime Study of Cement Performance in Concrete. Proc. ASTM 50, 1235-1257.
41. Watt, J. D. & Thorne, D. J. (1965) Composition and pozzolanic properties of pulverised fuel ashes. I. Composition of fly ashes from some British power stations and properties of their component particles. J. Appl. Chem. 15: 585-594.
42. Wojcik, G. S. (2001) The interaction between the atmosphere and curing concrete bridge decks. PhD. Dissertation, University at Albany, State University of New York, 328 pp.
43. Wojcik, G. S. & Fitzjarrald, D. R. (2001) Energy balances of curing concrete bridge decks. J. Appl. Meteorol. 40 (11): 2003-2025.
44. Wojcik, G. S., Plawsky, J. L. & Fitzjarrald, D. R. (2001) Development of a bimolecular expression to describe the heat generation of Class HP concrete. Cem. Concr. Res. 31 (12): 1847-1858.