Experimental and numerical investigation on fire performance of hollow-cavity ceramsite concrete wall-panel

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Case Studies in Construction Materials Pub Date : 2024-07-03 DOI:10.1016/j.cscm.2024.e03492
Anlian Wang , Zhiwen Zhang , Zeqing Wan , Yan Liu
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Abstract

To investigate the fire performance of hollow-cavity ceramsite concrete wall-panels (HCCCW), this study conducted one-sided fire tests on four HCCCWs. The experiment yielded results on their thermal response, fire resistance, and out-of-plane deformation, providing insights into the heat transfer mechanism of HCCCWs under one-sided fire exposure. An analysis of the distribution characteristics of section temperature fields and temperature gradients was performed by establishing finite element (FE) models. Based on the validated models, parametric studies were conducted on hollow-cavity area, volume-cavity ratio, ceramsite concrete density, and type of filling material. The results indicate that as the volume-cavity ratio increased from 23.55 % to 35.00 %, the duration of steam escape from the unexposed surface decreased by 43.75 % and the number of cracks on the fire-exposed surface decreased by 58.97 %. In the temperature-time curve for the unexposed surface of HCCCW, both the duration of heat front propagation and temperature plateau increase with a decrease in volumetric cavity ratio and cavity surface area. Compared to heat conduction in ceramsite concrete, cavity radiation significantly improves heat transfer efficiency. Additionally, the temperature at the center of the cavity is approximately 20 % higher than at its midpoint along with webbing. Decreasing hollow-cavity area and volume-cavity ratio or increasing ceramsite concrete density effectively enhances HCCCW's fire resistance. Considering structural weight, material cost, and fire resistance, filling cavities with rockwool proves to be most cost-effective.

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空腔陶土混凝土墙板防火性能的实验和数值研究
为了研究空腔陶土混凝土墙板(HCCCW)的防火性能,本研究对四种 HCCCW 进行了单面防火试验。实验得出了它们的热响应、耐火性和平面外变形等结果,为了解单面着火情况下空心陶粒混凝土墙板的传热机制提供了见解。通过建立有限元(FE)模型,对断面温度场和温度梯度的分布特征进行了分析。在验证模型的基础上,对空腔面积、体积-空腔比、陶瓷混凝土密度和填充材料类型进行了参数研究。结果表明,当体积-空腔比从 23.55 % 增加到 35.00 % 时,未暴露表面的蒸汽逸出持续时间减少了 43.75 %,火灾暴露表面的裂缝数量减少了 58.97 %。在 HCCCW 未暴露表面的温度-时间曲线上,随着空腔容积比和空腔表面积的减小,热锋传播持续时间和温度平台都会增加。与陶粒混凝土中的热传导相比,空腔辐射显著提高了传热效率。此外,空腔中心的温度要比沿腹板中点的温度高出约 20%。减少空腔面积和空腔容积比或增加陶瓷混凝土密度可有效提高 HCCCW 的耐火性。考虑到结构重量、材料成本和耐火性,用岩棉填充空腔的成本效益最高。
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来源期刊
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
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