防火涂料对E350型钢高温物理性能和残余力学性能的影响

IF 0.9 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
G. Jaya Kumar, T. Kiran, N. Anand, K. Al-Jabri
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引用次数: 3

摘要

目的大多数设计为中等负荷的工业建筑都采用轻规格冷弯型钢(CFS)截面建造。暴露在高温下的CFS截面的残余力学性能需要进行研究,因为预测构件的劣化以避免结构或其构件的破坏是必要的。此外,决定是否需要替换或重用结构元素也很有帮助。在钢结构中使用防火涂料,大大降低了修复结构元件的成本,也降低了倒塌的可能性。研究了防火涂层对E350钢种火灾后残余力学性能的影响。设计/方法/方法在本研究中,对E350钢的残余力学性能进行了评价。从暴露的CFS截面中提取的试件进行拉伸试验,以确定其力学性能。选择四种不同的防火涂层,按照ISO 834火灾温度曲线在瞬态下进行涂层和加热,持续时间为30分钟(821°C), 60分钟(925°C), 90分钟(986°C)和120分钟(1029°C)。暴露后,对所有试件进行环境冷却(自然空气)或喷水冷却,然后对试件进行拉伸试验。结果表明,与参考试样相比,风冷和水冷加热试样的屈服强度和极限强度分别降低了20%和25%。在两种冷却条件下,涂覆蛭石和珍珠岩的样品在60分钟内的残余力学性能都比其他涂覆的样品高。一般情况下,水冷试件的强度损失大于风冷试件。在所有的加热时间内,涂覆蛭石和珍珠岩的样品都比涂覆锌和石膏的样品表现出更好的性能。随着碳纤维结构在建筑实践中的广泛应用,研究碳纤维结构在火灾后的力学性能至关重要。本研究提供了E350钢在高温下涂覆不同类型防火材料后的物理和机械特性的详细信息。尝试使用合适的涂层来改善CFS的残余性能。本文的研究结果可为实践工程师在极端火灾条件下选择适当的涂层来保护和提高CFS结构的使用寿命提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of fire-resistant coating on the physical characteristics and residual mechanical properties of E350 steel section exposed to elevated temperature
PurposeMost of the industrial buildings which are designed to moderate loads are constructed using light gauge cold-formed steel (CFS) sections. Residual mechanical properties of CFS sections exposed to elevated temperature need to be investigated as it is necessary to predict the deterioration of elements to avoid failure of the structure or its elements. Also, it would be helpful to decide whether the structural elements need to be replaced or reused. The use of fire-resistant coatings in steel structures significantly reduces the cost of repairing structural elements and also the probability of collapse. This study investigates the effect of fire-resistant coating on post-fire residual mechanical properties of E350 steel grade.Design/methodology/approachIn this study, an attempt has been made to evaluate the residual mechanical properties of E350 steel. A tensile coupon test was performed for the extracted specimens from the exposed CFS section to determine the mechanical properties. Four different fire-resistant coatings were selected and the sections were coated and heated as per ISO 834 fire temperature curve in the transient state for time durations of 30 minutes (821°C), 60 minutes (925°C), 90 minutes (986°C), and 120 minutes (1,029°C). After the exposure, all the coupon specimens were cooled by either ambient conditions (natural air) or water spraying before conducting the tension test on these specimens.FindingsAt 30 min exposure, the reduction in yield and ultimate strength of heated specimens was about 20 and 25% for air and water-cooled specimens compared with reference specimens. Specimens coated with vermiculite and perlite exhibited higher residual mechanical property up to 60 minutes than other coated specimens for both cooling conditions. Generally, water-cooled specimens had shown higher strength loss than air-cooled specimens. Specimens coated with vermiculite and perlite showed an excellent performance than other specimens coated with zinc and gypsum for all heating durations.Originality/valueAs CFS structures are widely used in construction practices, it is crucial to study the mechanical properties of CFS under post-fire conditions. This investigation provides detailed information about the physical and mechanical characteristics of E350 steel coated with different types of fire protection materials after exposure to elevated temperatures. An attempt has been made to improve the residual properties of CFS using the appropriate coatings. The outcome of the present study may enable the practicing engineers to select the appropriate coating for protecting and enhancing the service life of CFS structures under extreme fire conditions.
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来源期刊
Journal of Structural Fire Engineering
Journal of Structural Fire Engineering CONSTRUCTION & BUILDING TECHNOLOGY-
CiteScore
2.20
自引率
10.00%
发文量
28
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