FRCM-Confined RC 柱的防火性能:实验研究与参数分析

IF 5.3 Q2 MATERIALS SCIENCE, COMPOSITES Composites Part C Open Access Pub Date : 2024-09-12 DOI:10.1016/j.jcomc.2024.100514
Reem Talo , Salem Khalaf , Farid Abed , Ahmed El Refai
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引用次数: 0

摘要

本研究介绍了对六根使用聚对苯二甲酰苯并咪唑(PBO)FRCM 系统加固的柱子火灾响应的实验研究,并按照 ASTM E119 标准在大型熔炉中进行了测试。研究的参数包括 PBO-FRCM 层数和防火隔热层的存在。测试结果表明,PBO-FRCM 在隔热柱子方面非常有效,与未加固的柱子相比,加固柱子的混凝土表面温度读数大幅降低了 31.9%。此外,使用 Sikacrete 213F 防火系统后,支柱截面内的温度读数平均降低了 65%。根据实验结果,使用 ABAQUS 软件开发并验证了参数数值研究。研究的参数包括 PBO-FRCM 层数(0、1 和 2 层)、是否存在 30 毫米厚的隔热层,以及轴向预紧力(40、60 和 75% 的极限柱承载力)。该模型准确预测了整个支柱的温度读数。用 PBO-FRCM 加固柱子可显著提高其在火灾中的抵抗力,只需一层就可将耐火时间延长一倍。添加防火隔热材料可显著延长耐荷载时间。对于使用一层 FRCM 加固的绝缘柱,火灾暴露 1 小时后 FRCM 表面温度下降的百分比约为 70%。较高的预载百分比会降低柱子的耐火持续时间和延展性。对于单层加固柱组,将预加载百分比提高到 60% 和 75%,耐火持续时间分别缩短了 35% 和 73%。
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Fire Performance of FRCM-Confined RC Columns: Experimental Investigation and Parametric Analysis

This study presents an experimental investigation of the fire response of six columns strengthened with polyparaphenylene benzobisoxazole (PBO) FRCM system, and tested in a large-scale furnace following ASTM E119 standards. The parameters investigated included the number of PBO-FRCM layers and the presence of a fireproofing insulation layer. Test results highlighted the effectiveness of PBO-FRCM in insulating the column, with the strengthened column showing a substantial 31.9% reduction in temperature readings at the concrete surface compared to its unstrengthened counterpart. Furthermore, the presence of Sikacrete 213F fireproofing system reduced temperature readings within the column's section by an average of 65%. Based on the experimental results, a parametric numerical study were developed and verified using ABAQUS software. The parameters studied included the number of PBO-FRCM layers (0, 1, and 2 layers), the presence of a 30 mm thick insulation layer, and the axial preloading taken as 40, 60, and 75% of the ultimate column's capacity. The model accurately predicted the temperature readings across the columns. Strengthening the columns with PBO-FRCM significantly increased their resistance during fire, doubling fire-resistance duration with one layer. Adding fireproof insulation led to significant increase in load resistance duration. The percentage drop in temperature after 1 hour of fire exposure was around 70% at the FRCM surface for the insulated column strengthened with one layer of FRCM. Higher preload percentages reduced both the fire-resistance duration and ductility of the columns. For the group of columns strengthened with one layer, increasing the preloading percentage to 60% and 75% resulted in decreases in the fire-resistance duration of 35% and 73%, respectively.

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来源期刊
Composites Part C Open Access
Composites Part C Open Access Engineering-Mechanical Engineering
CiteScore
8.60
自引率
2.40%
发文量
96
审稿时长
55 days
期刊最新文献
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