Fire resistance of 3D printed concrete composite wall panels exposed to various fire scenarios

IF 0.9 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
T. Suntharalingam, I. Upasiri, P. Gatheeshgar, K. Poologanathan, B. Nagaratnam, Heshachanaa Rajanayagam, S. Navaratnam
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引用次数: 4

Abstract

Purpose Fire safety of a building is becoming a prominent consideration due to the recent fire accidents and the consequences in terms of loss of life and property damage. ISO 834 standard fire test regulation and simulation cannot be applied to assess the fire performance of 3D printed concrete (3DPC) walls as the real fire time-temperature curves could be more severe, compared to standard fire curve, in terms of the maximum temperature and the time to reach that maximum temperature. Therefore, this paper aims to describe an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios. Design/methodology/approach The fire performance of 3DPC wall was traced through developing an appropriate heat transfer numerical model. The validity of the developed numerical model was confirmed by comparing the time-temperature profiles with available fire test results of 3DPC walls. A detailed parametric study of 140 numerical models were, subsequently, conducted covering different 3DPC wall configurations (i.e. solid, cavity and rockwool infilled cavity), five varying densities and consideration of four fire curves (i.e. standard, hydrocarbon fire, rapid and prolong). Findings 3DPC walls and Rockwool infilled cavity walls showed superior fire performance. Furthermore, the study indicates that the thermal responses of 3DPC walls exposed to rapid-fire is crucial compared to other fire scenarios. Research limitations/implications To investigate the thermal behaviour, ABAQUS allows performing uncoupled and coupled thermal analysis. Coupled analysis is typically used to investigate combined mechanical-thermal behaviour. Since, considered 3DPC wall configurations are non-load bearing, uncouple heat transfer analysis was performed. Time-temperature variations can be obtained to study the thermal response of 3DPC walls. Originality/value At present, there is limited study to analyse the behaviour of 3DPC composite wall panels in real fire scenarios. Hence, this paper presents an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios. This research is the first attempt to extensively study the fire performance of non-load bearing 3DPC walls.
暴露在各种火灾场景中的3D打印混凝土复合墙板的耐火性
目的由于最近发生的火灾事故及其造成的生命和财产损失,建筑物的消防安全正成为一个突出的考虑因素。ISO 834标准防火试验规则和模拟不能用于评估3D打印混凝土(3DPC)墙的防火性能,因为与标准防火曲线相比,在最高温度和达到该最高温度的时间方面,真实的防火时间-温度曲线可能更严重。因此,本文旨在对3DPC复合墙板在不同火灾场景下的防火性能进行研究。设计/方法/途径通过建立合适的传热数值模型,对3DPC墙的防火性能进行了跟踪。通过将三维PC墙的时间-温度剖面与现有的火灾试验结果进行比较,验证了所建立的数值模型的有效性。随后,对140个数值模型进行了详细的参数研究,涵盖了不同的3DPC墙配置(即固体、空腔和岩棉填充墙)、五种不同密度和四种火灾曲线(即标准、碳氢化合物火灾、快速和延长)。此外,研究表明,与其他火灾场景相比,暴露在快速火灾中的3DPC墙的热响应至关重要。研究局限性/含义为了研究热行为,ABAQUS允许进行非耦合和耦合热分析。耦合分析通常用于研究组合的机械-热行为。由于考虑到3DPC墙的配置是非承载的,因此进行了非耦合传热分析。可以获得时间-温度变化来研究3DPC墙的热响应。独创性/价值目前,分析3DPC复合墙板在真实火灾场景中的行为的研究有限。因此,本文对3DPC复合墙板在不同火灾场景下的防火性能进行了研究。这项研究是首次尝试广泛研究非承重3DPC墙的防火性能。
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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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