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首页> 外文期刊>Journal of Constructional Steel Research >Fire behavior and resistance of partially encased and slim-floor composite beams
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Fire behavior and resistance of partially encased and slim-floor composite beams

机译:部分包裹的超薄地板组合梁的耐火性能和抗力

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摘要

In this study, fire behavior and resistance of unprotected H-section, partially encased (PE), and slim-floor (SF) composite beams were experimentally and numerically investigated under standard fire condition. Experimental results of this study showed that unreinforced or reinforced PE beams and reinforced SF beams can achieve the standard fire resistance of 2 hours or more up to the load ratio of about 0.30. The use of fire reinforcements in SF composite beams was Shown to be very effective in increasing the fire resistance time. It was again confirmed that the maximum and average temperature criteria can significantly underestimate or overestimate the realistic fire resistance of PE and SF composite beams. The test-validated coupled thermal-stress analysis indicated that the fire resistance predicted by the bending moment capacity criterion alone can be unconservative for the types of composite beams of this study. It is emphasized that the deflection-related criteria should be considered for the rational fire resistance rating of PE and SF composite beams. (C) 2016 Elsevier Ltd. All rights reserved.
机译:在这项研究中,在标准火灾条件下,通过实验和数值研究了未保护H型截面,部分包裹(PE)和薄地板(SF)组合梁的火灾行为和阻力。这项研究的实验结果表明,未增强或增强的PE梁和增强的SF梁在达到约0.30的载荷比时,可以达到2小时或更长时间的标准耐火性。结果表明,在SF复合梁中使用防火增强材料可以有效延长耐火时间。再次证实,最高和平均温度标准可以大大低估或高估PE和SF复合梁的实际耐火性。经测试验证的耦合热应力分析表明,仅靠弯矩承载力准则预测的耐火性对于本研究的复合梁类型可能是不保守的。需要强调的是,对于PE和SF复合梁的合理耐火等级,应考虑与挠度有关的标准。 (C)2016 Elsevier Ltd.保留所有权利。

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