INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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Research on Effect of Cooling Rate on Concrete Freezing Stress and Its Mechanism |
GE Xueliang1,2,3, LU Cairong1,2,3, MEI Guoxing1,2,3
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1 Nanjing Hydraulic Research Institute, Nanjing 210029, China; 2 State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing 210029, China; 3 Research Center for Climate Change, MWR, Nanjing 210029, China |
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Abstract Frost resistance is one of the important indicators of concrete durability, but freeze-thaw damage of concrete can not been fully explained by any frozen damage theory. Different from the macroscopic antifreeze performance characterization test such as mass loss and dynamic elastic modulus change, a developed device was used to study the freezing stress in a single cooling stage in this paper. The course of freezing stress initial generate, grow, and its final value of the concrete with C30 strength grade and F300 antifreeze grade was compared at -17 ℃, -40 ℃ low temperature, 60 ℃/h, 30 ℃/h, 20 ℃/h, 10 ℃/h and other four cooling rate conditions. The test results showed that the freezing stress of the concrete during the freezing stage can be tested. The cooling rate mainly affects the initial generation time and the increasing speed of the frozen stress. The central temperature of the concrete specimen mainly affects the final frozen stress. Based on the ice crystal growth thermodynamic theory and the mechanics theory porous media, the concrete frozen stress composition and its mechanism model were proposed. This model can explain the effect mechanism of cooling rate and the final low temperature on the frost resistance of concrete.
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Published: 25 April 2020
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Fund:This work were financially supported by the National Natural Science Foundation of China (51579155,11932066) and the Natural Science Foundation of Jiangsu Province (BK20191131). |
About author:: Xueliang Ge received his Ph.D. degree from Wuhan University in 2008. He is currently a professor in Nanjing Hydraulic Research Institute. His research inte-rests are water engineering safety under climate change and durability of hydraulic concrete. |
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