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On the mechanism of internal temperature and humidity response of recycled aggregate concrete based on the recycled aggregate porous interface

机译:基于再生骨料多孔界面的再生骨料混凝土内部温度和湿度响应的机理

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摘要

In this paper, based on the porosity characteristics of the recycled aggregate (RA) interface, the response rule and response mechanism of temperature and humidity in interior of recycled aggregate concrete (RAC) with 100% replacement ratio were studied at different temperatures, depth and bending load. Moreover, pore structures were measured to analyze the effect of temperature and relative humidity (RH) by mercury intrusion testing. The results indicated that the RAC temperature response rate was lower than NAC, and decreased from the surface. The RH response rate of the RAC was faster than that of the NAC. The effect of the bending load accelerated the response rate of RH and the cooling rate of the RAC surface but hinder the deep cooling rate. The BA partition-interface heat moisture transfer model was proposed for RH hysteresis effect. The response calculation model of temperature and RH of the RAC interior was established.
机译:本文基于再循环骨料(RA)界面的孔隙率特性,在不同温度,深度和液体中研究了循环骨料混凝土(RAC)内部温度和湿度的响应规则和响应机制,在不同的温度下,深度和 弯曲载荷。 此外,测量孔结构以分析汞侵入检测的温度和相对湿度(RH)的作用。 结果表明,RAC温度响应率低于NAC,从表面降低。 RAC的RH响应率比NAC的RH响应率快。 弯曲负荷的效果加速了RH的响应速率和RAC表面的冷却速率,但阻碍了深冷却速率。 BA分区界面热湿度转移模型是针对Rh滞后效应的。 建立了RAC内部温度和RH的响应计算模型。

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