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Measuring Three-Dimensional Temperature Distributions in Steel–Concrete Composite Slabs Subjected to Fire Using Distributed Fiber Optic Sensors

机译:使用分布式光纤传感器测量钢混凝土复合板中的三维温度分布

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摘要

Detailed information about temperature distribution can be important to understand structural behavior in fire. This study develops a method to image three-dimensional temperature distributions in steel–concrete composite slabs using distributed fiber optic sensors. The feasibility of the method is explored using six 1.2 m × 0.9 m steel–concrete composite slabs instrumented with distributed sensors and thermocouples subjected to fire for over 3 h. Dense point clouds of temperature in the slabs were measured using the distributed sensors. The results show that the distributed sensors operated at material temperatures up to 960 °C with acceptable accuracy for many structural fire applications. The measured non-uniform temperature distributions indicate a spatially distributed thermal response in steel–concrete composite slabs, which can only be adequately captured using approaches that provide a high density of through-depth data points.
机译:有关温度分布的详细信息对于了解在火中的结构行为可能是重要的。本研究开发了一种使用分布式光纤传感器在钢混凝土复合板坯中成像三维温度分布的方法。使用六1.2M×0.9米的钢混凝土复合板探讨了该方法的可行性,用分布式传感器和经过3小时,热电偶经过5小时。使用分布式传感器测量板坯中的致密点云。结果表明,分布式传感器在高达960°C的材料温度下运行,可接受的精度适用于许多结构火灾应用。测得的非均匀温度分布表示钢混凝土复合板中的空间分布热响应,只能使用提供高密度的通孔数据点的方法充分捕获。

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