Quantitative analysis of the influence of subfreezing temperature on the mechanical properties of steam-cured concrete

The precast structures prepared by steam-cured concrete have been increasingly used in order to speed up the construction of China's High-Speed Rail and passenger dedicated lines in recent years. In the high-cold regions, such as Harbin, the precast concrete structures are exposed to continuous subfreezing temperature for several months every year. However, the influence of continuous subfreezing condition on mechanical properties of concrete has not been systematically investigated yet. According to the Laplace Equation and Gibbs-Duhem Equation, the theoretical size of minimal frozen pores and ice content in water-saturation concrete at -20 degrees C can be calculated. It is discovered that the change ratios of mechanical properties are related to the theoretical ice content in concrete. Phenomenological models between change ratios and ice content are established based on hyperbolic equations. Finally, the mechanism of phase transition of free water on mechanical properties is explained by means of classical fracture theory of concrete. In this research, a contrastive research was carried out under two temperature conditions of 20 degrees C and -20 degrees C on mechanical properties of steam cured concrete at 28 days, including compressive strength, flexural strength, dynamic modulus of elasticity and damping ratio. Experimental results obtained at -20 degrees C indicate that compressive strength, flexural strength and dynamic modulus of elasticity increase to some extent and damping ratio decreases. And the application of supplementary cementitious materials (fly ash and GGBS) on concrete has a significant impact on the variation ratio of mechanical properties under freezing temperatures. The results of micro structure by quantitative test reveal that the pore distribution was greatly optimized and the percent of harmful pore were substantially reduced by the supplementary materials of fly ash or GGBS. (C) 2019 Published by Elsevier Ltd.