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Experimental study on random temperature field of ultra-high performance concrete filled steel tube columns under elevated temperature

机译:高温下超高性能混凝土填充钢管柱随机温度场试验研究

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Due to the change of microstructure and increased heterogeneity of ultra-high-performance concrete (UHPC) in comparison with normal concrete, the thermal properties of UHPC are much less uniform within the material. Consequently, the fire performance of UHPC filled steel tubes (UHPCFST) columns are affected by the random distribution of temperature within the concrete. In order to study the distribution of the random temperature field within UFPCFST columns under elevated temperature, high temperature tests on 16 circular UHPCFST columns subjected to the ISO-834 standard fire and a linear heating mode are carried out. The average temperature, temperature difference, temperature probability density distribution and the temporal and spatial correlation of the random temperature field are investigated. It is found that the columns with more steel fiber and coarse aggregate contents have higher temperature, small temperature gradient and higher temperature difference. It is also found that the correlation of the zero-centered temperature in the circumferential direction between different time is strong when the temperature continues to rise or fall. The aims of this paper is to provide the reference for the analysis of temperature field of UHPCFST considering the heterogeneity of UHPC core.
机译:与普通混凝土相比,由于超高性能混凝土(UHPC)的显微结构变化和异质性增加,UHPC在材料内的热性能不那么均匀。因此,UHPC填充钢管(UHPCFST)柱的防火性能受到混凝土内温度随机分布的影响。为了研究高温下UFPCFST色谱柱内随机温度场的分布规律,对16根圆形UHPCFST色谱柱进行了ISO-834标准火烧和线性加热模式的高温试验。研究了随机温度场的平均温度、温差、温度概率密度分布以及时空相关性。研究发现,钢纤维和粗骨料含量较多的塔温度较高,温度梯度小,温差较高。研究还发现,当温度持续上升或下降时,不同时间之间圆周方向的零中心温度相关性较强。本文旨在为考虑UHPC磁芯异质性的UHPCFST温度场分析提供参考。

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