防火砂浆对CFRP和GFRP复合材料高温拉伸性能的改善

Q3 Engineering
M. Adlparvar, M. Parsa
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引用次数: 0

摘要

尽管有许多好处,FRP材料容易受到高温的影响。另一方面,由于玻璃钢层压板与其他玻璃钢材料不同,从玻璃钢材料调查中获得的数据不能用于玻璃钢层压板。需要对环氧树脂作为粘结剂浸渍纤维的拉伸性能进行评价。近几十年来,人们提出了许多保护纤维增强聚合物(FRP)复合材料抗高温的方法。在各种方法中,应用防火砂浆是一种成本低、操作简单的技术。研究了防火砂浆对玻璃纤维增强聚合物(GFRP)和碳纤维增强聚合物(CFRP)层压板抗拉强度提高的影响。为了这个项目,在不同的高温下测试了200多个带有或不带有防火砂浆的玻璃钢层压板。研究温度从25°C到500°C不等。研究结果表明,当复合材料的温度高于400℃时,复合材料的强度显著降低。而涂有防火砂浆的试样抗拉强度衰减较小。最后,在对试验数据进行线性回归的基础上,提出了一个线性模型来估计FRP复合材料(包括或不包括保护砂浆)在高温下的强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Improvement of the Tensile Behavior of CFRP and GFRP Laminates at Elevated Temperatures Using Fire Protection Mortar
In spite of many benefits, FRP materials are susceptible to elevated temperatures. On the other hand, because FRP laminates are different from other FRP materials, data acquired from investigations concerning FRP materials cannot be suggested for FRP laminates. An assessment of the tensile performance of fibers impregnated by epoxy resin as binder is needed. In recent decades, many methods have been presented to protect fiber reinforced polymer (FRP) composites against high temperatures. The application of fire protection mortar is a low-cost and easy technique among all methods. In this investigation, the influence of fire protection mortar on the improvement of the tensile strength of glass fiber reinforced polymer (GFRP) and carbon fiber reinforced polymer (CFRP) laminates was evaluated. For this object, over 200 FRP laminates with or without fire protection mortar were tested at various elevated temperatures. Investigated temperatures varied from 25°C to 500°C. According to the results obtained from this study, the strength of FRP laminates considerably reduced following the laminates experienced the temperatures higher than 400°C. However, the samples covered with fire protection mortar underwent lower the tensile strength decrements. Eventually, a linear model was presented to estimate the strength of FRP laminates including or excluding protective mortar at elevated temperatures on the basis of linear regressions carried out on test data.
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来源期刊
Journal of Rehabilitation in Civil Engineering
Journal of Rehabilitation in Civil Engineering Engineering-Building and Construction
CiteScore
1.60
自引率
0.00%
发文量
0
审稿时长
12 weeks
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