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Influence of artificial cooling methods on post-fire mechanical properties of Q355 structural steel

机译:人工冷却方法对Q355结构钢后火力学性能的影响

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摘要

The Chinese National Standard (GB/T 1591-2018) requires a replacement of Q345 steel to Q355 steel from February 1, 2019. As a new structural steel, the post-fire mechanical properties, regarded as a crucial indicator to assess structural damage and reusability after fire, need to be studied. Hence, a comprehensive experimental investigation on the influence of two artificial cooling methods on post-fire mechanical properties of Q355 steel is reported in this study. The specimens were first heated to target temperatures of 200 degrees C, 400 degrees C, 500 degrees C, 600 degrees C, 700 degrees C, 800 degrees C and 900 degrees C to simulate various fire conditions and then cooled by fire-extinguishing foam cooling and water cooling. Uniaxial tensile tests were performed on these fire-affected specimens to extract the stress-strain curves and associated post-fire mechanical properties. Additionally, fracture behavior of Q355 steel cooled by the two artificial cooling methods was also discussed from macroscopic and microscopic fracture morphology. For the two artificial cooling methods, it is explicitly found that the loss of mechanical properties of Q355 steel is negligible after exposure to temperatures below 600 degrees C. However, both cooling methods and elevated temperatures have significant effects on post-fire mechanical properties of Q355 steel after the exposure temperature exceeds 600 degrees C. In case of fire-extinguishing foam cooling, a dramatic decrease in yield strength and ultimate strength is observed, while the ductility is gradually increased with increasing temperature. In contrast, a sharp increase in yield strength and ultimate strength can be observed clearly, while the ductility is sharply reduced with increasing temperature. After exposure to the temperature of 900 degrees C, Q355 steel cooled by fire-extinguishing foam is able to retain 79% of its original ultimate strength, while Q355 steel cooled by water is able to gain 131% of its original ultimate strength in the as-received state. At last, new equations are developed to predict post-fire mechanical properties of Q355 steel for fire damage evaluation. (C) 2020 Elsevier Ltd. All rights reserved.
机译:中国国家标准(GB / T 1591-2018)需要从2019年2月1日更换Q345钢到Q355钢铁。作为一种新的结构钢,导火机械性能,被视为评估结构损伤的关键指标火灾后重复使用,需要研究。因此,本研究报道了对两种人工冷却方法对Q355钢后火灾力学性能影响的综合实验研究。首先将样品加热至200℃,400℃,500℃,600℃,700℃,800℃,800℃和900摄氏度的靶温度,以模拟各种火灾条件,然后通过灭火泡沫冷却冷却和水冷却。对这些火灾影响的标本进行单轴拉伸试验,以提取应力 - 应变曲线和相关的火灾后机械性能。另外,还从宏观和微观骨折形态讨论了由两种人工冷却方法冷却的Q355钢的断裂行为。对于两种人工冷却方法,明确发现Q355钢的机械性能损失在暴露于600℃的温度后可忽略不计。但是,冷却方法和升高的温度都对Q355的火灾后机械性能具有显着影响在曝光温度超过600℃后钢。在灭火泡沫冷却的情况下,观察到屈服强度和极限强度的显着降低,而延展性随温度的增加逐渐增加。相反,可以清楚地观察到屈服强度和极限强度的急剧增加,而随着温度的增加,延展性急剧降低。暴露于900℃的温度后,通过灭火泡沫冷却的Q355钢可以保留其原始极限强度的79%,而水冷却的Q355钢可以获得其原始极限强度的131% - 重复的状态。最后,开发了新的方程,以预测Q355钢的火灾力学性能,以进行火灾损伤评估。 (c)2020 elestvier有限公司保留所有权利。

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