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首页> 外文期刊>Magazine of Concrete Research >Simultaneous heat and moisture transfer in concrete with time-dependent boundary conditions
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Simultaneous heat and moisture transfer in concrete with time-dependent boundary conditions

机译:时变边界条件下混凝土中的热量和水分同时传递

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Temperature and moisture are responsible for the deterioration processes of concrete structures and the extensive failures in concrete elements often result from both thermal and moisture loads. Heat and moisture transfer in concrete with time-dependent boundary conditions was investigated by numerical simulation using the Coupling Temperature and Moisture Simulation System for Concrete (CTMSoft). The temperature and moisture distribution in concrete were numerically simulated through solving the coupling transfer equations based on heat and moisture transfer in porous media by analytical method inolving Laplace transformation and transfer function. The hygro-thermal induced by the moisture and temperature changes in concrete are analysed using CTMSoft. The comparison between the numerical and experimental (or Fiber Bragg Grating monitoring data) suggests that the numerical model can be used accurately to predict the deformation resulting from the simultaneous heat and moisture transfer.
机译:温度和湿气是造成混凝土结构恶化的原因,而混凝土构件的大量破坏通常是由热和湿气负荷共同导致的。通过使用混凝土温度和湿度耦合模拟系统(CTMSoft)进行数值模拟,研究了随时间变化的边界条件下混凝土中的热量和水分传递。通过求解拉普拉斯变换和传递函数的解析方法,通过求解基于多孔介质中水热传递的耦合传递方程,对混凝土中的温度和水分分布进行了数值模拟。使用CTMSoft分析了混凝土中水分和温度变化引起的湿热。数值和实验(或光纤布拉格光栅监测数据)之间的比较表明,数值模型可以准确地用于预测因同时进行热和湿气传递而引起的变形。

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