THERMAL SCIENCE
International Scientific Journal
STUDY ON HYDRATION HEAT OF CONCRETE CHANNEL-BOX GIRDER
ABSTRACT
Temperature is one of the important reasons causing the cracks on the bridge structure during the construction and operation. In this paper, the temperature field produced by hydration heat and early thermal stress of a 64 m simply supported channel-box girder are simulated during casting process, considering the time-varying characteristics of concrete shrinkage and creep, elastic modulus, and tensile strength. Then, various parameters influencing the temperature field are analyzed, and the corresponding measures of controlling temperature cracks are proposed.
KEYWORDS
PAPER SUBMITTED: 2020-05-26
PAPER REVISED: 2020-07-05
PAPER ACCEPTED: 2020-07-14
PUBLISHED ONLINE: 2020-09-12
THERMAL SCIENCE YEAR
2021, VOLUME
25, ISSUE
Issue 2, PAGES [967 - 975]
- Hattel, J. H., Thorborg J., A., Numerical Model for Predicting the Thermo Mechanical Conditions during Hydration of Early-age Concrete, Applied Mathematical Modelling, 27 (2003), 2, pp. 10-26
- Ding, Q., et al., Research on Temperature Field of Large-Span Concrete Box Girder Constructed with Movable Scaffolding System (in Chinese), Concrete, l (2008), 5, pp. 105-108
- Dai, G. L., et al., Numerical Simulation and Test Analysis of 3-D Solar Temperature Field of Hollow Tall-piers with Rounded Rectangular Cross-section (in Chinese), Journal of Railway Engineering Society, 33 (2016), 11, pp. 57-62
- Braneo, F. A., Mendes P. A., Thermal Actions for Concrete Bridge Design, Journal of the Structural Engineering, 119 (1993), 8, pp. 2313-2331
- Li, F. H., et al., Simulation on Hydration Heat of Bridge Anchor Foundation (in Chinese), Railway Construction Technology, 6 (2019), 2, pp. 7-11
- Su, H. J., Hydration Heat Temperature Control Scheme Design Based on Midas/FEA Software (in Chinese), Construction Technology, 49 (2020), 4, pp. 32-35
- Alexandre, G., et al., Modelling Adiabatic Temperature Rise during Concrete Hydration: A Datamining Approach, Computers and Structures, 84 (2006), 5, pp. 2351-2362
- Liu, Q. W., et al., Experiment on Temperature Distribution of Reinforced Concrete Box Girder Under Asphalt High Temperature Paving (in Chinese), China Journal of Highway and Transport, 20 (2007), 4, pp. 96-100
- Yang, X. R., et al., Angle Coefficient Manual of Radiation Heat Transfer (in Chinese), National Defence Industry Press, Beijing, China, 1982
- Cohen, M. F., Greenberg, D. P., The Hemi-Cube: A Radiosity Solution for Complex Environments, Computer Graphics, 19 (1985), 3, pp. 31-40
- Liu, C. P., et al., Temperature Drop Analysis in Shipping Process of Molten Iron (in Chinese), Energy for Metallurgical Industry, 28 (2009), 5, pp. 11-18
- Hu, J., et al., Influence of Cement Fineness and Water-to-cement Ratio on Mortar Early-Age Heat of Hydrationand Set Times (in Chinese), Construction and Building Materials, 50 (2014), 1, pp. 657-663
- Zhan, Y. L., et al., Study of Hydration Heat in Massive Concrete Pile Cap and Temperature Control Measures (in Chinese), World Bridges, 46 (2018), 3, pp. 45-49
- Li, Q. D., Yan Y. W., Analysis of Hydration Heat and Temperature Control Measures for Massive Concrete of Suspension Bridge Cap (in Chinese), Value Engineering, 39 (2020), 7, pp. 156-157