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Finite-Element Modeling and Calibration of Temperature Prediction of Hydrating Portland Cement Concrete Pavements

机译:水化硅酸盐水泥混凝土路面温度预测的有限元建模与标定

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摘要

The temperature profiles in a hydrating concrete slab are produced by a two-dimensional finite-element method software tool, TMAC~2 (temperature and moisture analysis for curing concrete), as a function of time and ambient boundary conditions described in this paper. To include the effect of the heat of vaporization, heat flux due to evaporation is included in the boundary condition of heat transfer at the slab surface in addition to the effects of surface humidity, effective curing thickness, and surface moisture emissivity on the rate of evaporation. Thermal conductivity is back-calculated using the data collected from laboratory measurements toward the improvement of the modeling of thermal conductivity. Theoretically, the material properties determined in this manner should facilitate accurate temperature prediction. Thus, temperature prediction in hardening concrete pavements under various conditions can be effectively calibrated by improved material characterization. To this end, this paper provides the basis of a calibration protocol.
机译:通过二维有限元方法软件工具TMAC〜2(固化混凝土的温度和水分分析),可以根据时间和环境边界条件得出水合混凝土板中的温度分布。为了包括汽化热的影响,由于表面湿度,有效固化厚度和表面水分发射率对蒸发速率的影响,板坯表面传热的边界条件中还包括了由于蒸发而产生的热通量。 。使用从实验室测量中收集的数据对导热系数进行反计算,以改进导热系数的建模。从理论上讲,以这种方式确定的材料特性应有助于精确的温度预测。因此,通过改善材料特性,可以有效地校准各种条件下硬化混凝土路面的温度预测。为此,本文提供了校准协议的基础。

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