Effect of Curing Temperature on the Properties of Concrete at Early Age

Article Preview

Abstract:

Under the consideration of radiation, convection, and evaporative cooling, simulating the effect of different curing temperatures (5°C,10°C,15°C,20°C,25°C,30°C) on the performance of concrete at early age. The results showed that curing temperature affected the early age performance of concrete greatly. Higher curing temperature improves the peak temperature of concrete members, and contributes to the development of the strength of concrete at early age, but elevated curing temperature will lead to higher cracking potential classification of concrete at early age.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1687-1693

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] SHRP-C-321: A Guide to Evaluating Thermal Effects in Concrete Pavement. Strategic Highway Research Program, National Research Council, Washington, D.C. (1992).

Google Scholar

[2] M. Samarai, S. Popovics and V.M. Malhotra: Transportation Research Record, 42-50 (1975), p.924.

Google Scholar

[3] V.S. Ramachandran, J.J. Beaudion: Handbook of analytical techniques in concrete science and technology, Noyes Publications/William Andrew Publishing, Norwich, New York (2001).

Google Scholar

[4] A.M. Neville: Properties of Concrete, Fourth Edition, Longman Publishing Group, New York (1996).

Google Scholar

[5] N.J. Carino: Temperature Effects on the Strength-Maturity Relationship of Mortar, Report No. NBSIR 81-2244, National Bureau of Standards, Washington, D. C. (1981).

Google Scholar

[6] USBR: Concrete Manual, Eight Edition, Water Resources Technical Publication, U.S. Department of the Interior, Bureau of Reclamation (1975).

Google Scholar

[7] M. Emborg: Thermal Stress in Concrete Structures at Early Ages, Doctoral Thesis, Luleå University of Technology, Division of Structural Engineering (1989).

Google Scholar

[8] Kefeng Tan, Tao Liu: Journal of Building Materials. Vol. 9, No. 4 473-476(2006).

Google Scholar

[9] Texas Department of Transportation: Concrete Works Version 2. 0 User Manual, (2005).

Google Scholar

[10] ASTM C 1074: Standard Practice for Estimating Concrete Strength by the Maturity Method, ASTM International, West Conshohocken (2010).

Google Scholar

[11] M. Viviani: Monitoring and Modeling of Construction Materials During Hardening, Doctoral Thesis, Swiss Federal Institute of Technology (2005).

Google Scholar