Durable and sustainable nano-modified basalt fiber-reinforced composites for elevated temperature applications

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Tasnia Ahmed , Ahmed Bediwy , Md Jahidul Islam
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Abstract

This study investigates the performance of nano-modified basalt fiber pellet reinforced cementitious composites (NBFRCC) exposed to elevated temperatures. The composite mixtures have been reinforced with basalt fiber pellet (BFP) coated with a polymeric resin and incorporated cement, slag, nano-silica (Ns) and/or nanofibrillated cellulose (NFC). In total, nine mixtures have been prepared by altering the dosages of BFP (2.5 % and 4.5 %), Ns (6 %) and NFC (0.5 %). The mechanical properties like compressive and flexural stress have been explored. The samples are exposed to elevated temperatures of 200 °C and 600 °C and chloride. Microstructural analysis is also done by SEM and EDX analysis. For most of the mixes, 600 °C exposure for 60 min showed up to 15 % higher compressive strength than 200 °C, attributed to high percentage of slag (40 %). Maximum flexural stress is obtained for 2.5 % BFP mixed with both Ns and NFC after 600 °C exposure. The exceptionally high melting point of BFP aids in maintaining higher flexural stress at high temperatures. Nano-modified mixtures show slower declines in flexural stress from room temperature to 600 °C, indicating improved mechanical properties and thermal stability. NFC-mixed samples showed the least reduction in flexural strength at 600 °C than at 200 °C, ranging between 8 and 10 %. Chloride ion penetrability is also reduced from low to very low penetrability class. Performance index (PI) considering mechanical strength, durability, and cost shows that 2.5 % BFP with Ns is optimal for sustainable applications. This research will expand the application of NBFRCC, providing a cost-effective and environmentally friendly approach to contemporary construction problems where improved fire resistance and durability are fundamental.
耐久和可持续的纳米改性玄武岩纤维增强复合材料高温应用
研究了纳米改性玄武岩纤维颗粒增强胶凝复合材料(NBFRCC)在高温下的性能。该复合材料由玄武岩纤维球团(BFP)和水泥、矿渣、纳米二氧化硅(Ns)和/或纳米纤化纤维素(NFC)包覆而成。通过改变BFP(2.5%和4.5%)、Ns(6%)和NFC(0.5%)的剂量,共制备了9种混合物。对其压应力和弯应力等力学性能进行了研究。样品暴露于200°C和600°C的高温和氯化物中。显微结构分析也通过SEM和EDX分析完成。对于大多数混合料,600°C暴露60分钟显示出比200°C高15%的抗压强度,这归因于高炉渣百分比(40%)。在600°C暴露后,获得了2.5% BFP与Ns和NFC混合的最大弯曲应力。BFP异常高的熔点有助于在高温下保持较高的弯曲应力。从室温到600℃,纳米改性混合物的弯曲应力下降速度较慢,表明力学性能和热稳定性得到改善。与200℃相比,nfc混合样品在600℃时的抗弯强度降低幅度最小,在8%到10%之间。氯离子的渗透性也从低渗透性等级降低到极低渗透性等级。考虑机械强度、耐久性和成本的性能指数(PI)表明,2.5%的BFP与Ns是可持续应用的最佳选择。这项研究将扩大NBFRCC的应用,为当代建筑问题提供一种成本效益和环境友好的方法,提高耐火性能和耐久性是基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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