带外储液器的冻结砂浆热输运数值模拟

IF 0.7 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
A. Faheem, Maxime Ranger, Marianne Tange Hasholt
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引用次数: 0

摘要

摘要多项研究表明,混凝土内部的温度分布可能影响混凝土的结霜程度。本研究提出了一个数值模型,该模型描述了在外部液体储层存在下冻结砂浆的热响应,其中外部液体为纯水或3%氯化钠溶液。将外部过冷液体的相变过程分为两个阶段:过冷液体开始结晶体的快速冻结阶段和缓慢冻结阶段。该模型分为两部分。在第一部分中,重点是外部液体的建模,因此对具有外部液体储层的非多孔体进行建模和验证。在第二部分中,将第一部分中建立的模型进一步发展为孔隙中含有不同相(即未冻液体和冰)的多孔体。模拟的温度分布与实验测量的温度分布比较表明,两者吻合较好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Modelling of Heat Transport in Freezing Mortars with an External Liquid Reservoir
Abstract Several studies indicate that the temperature distribution in concrete may affect the extent of frost scaling. This study presents a numerical model that describes the thermal response of freezing mortars in the presence of an external liquid reservoir, where the external liquid is either pure water or 3% sodium chloride solution. The phase transformation of supercooled external liquid is modelled in two stages: quick freezing, when the supercooled liquid starts to form crystals and slow freezing. The model is developed in two parts. In part I, the focus is the modelling of external liquid, and therefore a non-porous body with an external liquid reservoir is modelled and validated. In part II, the model developed in part I is developed further for a porous body containing different phases, i.e., unfrozen liquid and ice, in the pores. A comparison of simulated and experimentally measured temperature distributions shows a good agreement.
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来源期刊
Nordic Concrete Research
Nordic Concrete Research CONSTRUCTION & BUILDING TECHNOLOGY-
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20.00%
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8
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