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A simplified method for calculating non-uniform temperature distributions in thin-walled steel members protected by intumescent coatings under localized fires

机译:一种简化的薄壁钢构件在局部火灾下保护薄壁钢构件中的不均匀温度分布方法

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摘要

This paper presents a method to calculate the non-uniform temperature field of steel members protected by intumescent coatings under localized fires. In this proposed method, the steel member is divided into a number of segments along the length according to the localized fire temperature field, and each segment divided into plate elements with different surrounding fire temperatures. The temperature of each plate element is assumed uniform and is calculated by the lumped mass equation with the thermal conductivity of intumescent coatings approximated using a three-stage thermal conductivity model. Heat conduction between different steel plate elements is ignored. Comparisons of steel temperature results between measured results and the proposed simplified temperature calculation method show very good agreement in temperature distributions along the steel member length, in the cross-section and detailed temperature-time relations at critical and high temperature locations, with differences in calculated and measured average temperatures in different segments being less than 7.2 %. Comparisons of load carrying capacities of axially-loaded steel members using measured temperature distributions and calculated temperature distributions show small (6%) differences.
机译:本文提出了一种方法来计算被局部火灾下受膨胀型涂层保护的钢构件的非均匀温度场。在这种提出的方​​法中,钢构件沿着根据局部火焰温度场的长度分成多个区段,每个区段分为具有不同周围的火温度的板元件。假设每个板元件的温度均匀,并且通过簇的质量方程与使用三级导热模型近似的趋燃涂层的导热率计算。忽略不同钢板元件之间的热传导。测量结果与所提出的简化温度计算方法之间的钢温度的比较显示在钢部件长度的温度分布中非常好,在临界和高温位置处的横截面和详细的温度 - 时间关系中,计算出的差异并测量不同段的平均温度小于7.2%。使用测量温度分布和计算温度分布的轴向装钢构件的负载承载能力的比较显示出小(& 6%)差异。

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