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首页> 外文期刊>Journal of Korean Institute of Metal and Materials >Evaluation of Fire Resistance for H-Section Columns Made of Rolled Steels for General Structures and for Welded Structures by Analytic Method
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Evaluation of Fire Resistance for H-Section Columns Made of Rolled Steels for General Structures and for Welded Structures by Analytic Method

机译:解析法评估普通结构和焊接结构用H型钢制成的H型柱的耐火性

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摘要

Fire resistance is an important factor in sustaining the structural stability of steel framed buildings on fire. However, evaluation of the fire resistance of steel columns has been conducted using rolled steels for general structures, SS 400. Recently, rolled steels for welded structures, such as SM 400 and SM 490, have been used frequently because they have better performance of welding than the SS 400. However, there has been doubt about how much fire resistance SM 400 and SM 490 have.To evaluate by calculation the fire resistance of an H-section column made of SS 400 its mechanical and thermal properties were derived and suggested respectively in the form of regressive equations and the analysis was done based on heat transfer and thermal stress analysis. In this study, the results of the evaluation of H-section columns made of SS 400 with loaded fire tests turned out to be conservative. As a result, a new guideline is required to get the exact fire resistance of another structural steel.
机译:耐火性是维持着火的钢结构建筑物的结构稳定性的重要因素。但是,钢柱的耐火性评估是使用用于一般结构的SS 400轧制钢进行的。最近,由于诸如SM 400和SM 490等焊接结构的轧制钢具有更好的焊接性能,因此它们被频繁使用。与SS 400相比,SM 400和SM 490的耐火性还存在疑问。为了通过计算来评估由SS 400制成的H型钢柱的耐火性,分别推导并提出了其力学性能和热性能。以回归方程的形式进行分析,并基于传热和热应力分析进行了分析。在这项研究中,由SS 400制成的H型截面柱的带火试验的评估结果是保守的。结果,需要新的准则来获得另一种结构钢的确切耐火性。

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