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Microstructure-guided numerical simulation to evaluate the influence of phase change materials (PCMs) on the freeze-thaw response of concrete pavements

机译:用微结构指导的数值模拟来评估相变材料(PCM)对混凝土路面冻融响应的影响

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The use of phase change materials in infrastructure has gained significant attention in the recent years owing to their robust thermal performance. This study implements a numerical simulation framework using finite element analysis to evaluate the influence of phase change materials (PCMs) on the thermal response of concrete pavements in geographical regions with significant winter weather conditions. The analysis is carried out at different length scales. The latent-heat associated with different PCMs is efficiently incorporated into the simulation framework. Besides, the numerical simulation framework employs continuum damage mechanics to evaluate the influence of PCMs on the freeze-thaw induced damage in concretes. The simulations show significant reductions in the freeze-thaw induced damage when PCMs are incorporated in concrete. The numerical simulation framework, developed here, provides efficient means of optimizing the material design of such durable PCM-incorporated concretes for pavements by tailoring the composition and material microstructure to maximize performance. (C) 2018 Elsevier Ltd. All rights reserved.
机译:由于相变材料具有强大的热性能,近年来它们在基础设施中的使用引起了广泛的关注。这项研究使用有限元分析实现了一个数值模拟框架,以评估相变材料(PCM)对冬季天气条件明显的地理区域中混凝土路面热响应的影响。分析以不同的长度尺度进行。与不同PCM相关的潜热被有效地合并到仿真框架中。此外,数值模拟框架采用连续损伤机制来评估PCM对混凝土冻融引起的损伤的影响。模拟结果表明,将PCM掺入混凝土后,冻融引起的破坏显着降低。本文开发的数值模拟框架提供了有效的手段,可以通过调整成分和材料微观结构来最大化性能,从而优化这种耐用的PCM结合的混凝土路面材料的设计。 (C)2018 Elsevier Ltd.保留所有权利。

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