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Methods for Prediction of Steel Temperature Curve in the Whole Process of a Localized Fire in Large Spaces

机译:大空间局部火灾全过程钢温曲线的预测方法

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Based on a full-scale bookcase fire experiment, a fire development model is proposed for the whole process of localized fires in large-space buildings. We found that for localized fires in large-space buildings full of wooden combustible materials the fire growing phases can be simplified into a t~2 fire with a 0.0346 kW/s~2 fire growth coefficient. FDS technology is applied to study the smoke temperature curve for a 2 MW to 25 MW fire occurring within a large space with a height of 6 m to 12 m and a building area of 1500 m~2 to 10 000 m~2 based on the proposed fire development model. Through the analysis of smoke temperature in various fire scenarios, a new approach is proposed to predict the smoke temperature curve. Meanwhile, a modified model of steel temperature development in localized fire is built. In the modified model, the localized fire source is treated as a point fire source to evaluate the flame net heat flux to steel. The steel temperature curve in the whole process of a localized fire could be accurately predicted by the above findings. These conclusions obtained in this paper could provide valuable reference to fire simulation, hazard assessment, and fire protection design.
机译:在全面的书柜防火实验的基础上,针对大空间建筑物局部火灾的全过程提出了火灾发展模型。我们发现,对于充满木质可燃材料的大空间建筑物中的局部火灾,火的生长阶段可以简化为t〜2火灾,燃烧系数为0.0346 kW / s〜2。 FDS技术被用于研究在6m至12m高,建筑面积1500m〜2至10000m〜2的大空间内发生的2 MW至25 MW火灾的烟气温度曲线。建议的火灾发展模型。通过对各种火灾场景下烟气温度的分析,提出了一种预测烟气温度曲线的新方法。同时,建立了局部火灾中钢温发展的改进模型。在改进的模型中,将局部火源视为点火源,以评估火焰净热通向钢的能力。通过上述发现可以准确预测局部着火过程中的钢温度曲线。本文获得的这些结论可为火灾模拟,危害评估和防火设计提供有价值的参考。

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  • 来源
    《Mathematical Problems in Engineering》 |2014年第1期|238515.1-238515.12|共12页
  • 作者单位

    School of Safety Engineering, China University of Mining and Technology, Xuzhou 221116, China,Jiangsu Key Laboratory for Environmental Impact and Structural Safety in Civil Engineering, Xuzhou 221116, China;

    School of Safety Engineering, China University of Mining and Technology, Xuzhou 221116, China;

    Jiangsu Key Laboratory for Environmental Impact and Structural Safety in Civil Engineering, Xuzhou 221116, China;

    Institute of Industry Technology, Guangzhou and Chinese Academy of Sciences, Guangzhou 510000, China;

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