Nano-engineering steel fiber for UHPC: Implication for varying cryogenic and elevated exposure

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Bei He , Xinping Zhu , Hongen Zhang , Aiguo Wang , Daosheng Sun , Nemkumar Banthia , Zhengwu Jiang
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Abstract

The interfacial bonding between steel fibers and Ultra-High Performance Concrete (UHPC) matrix is pivotal for the mechanical properties in extreme environments. Herein, a surface nanoengineering approach using the sol-gel method was reported to enhance the resistance of fiber bonding to varying cryogenic and elevated exposures (−170 °C ∼ 200 °C). Additionally, the interfacial bonding and failure of the steel fiber-matrix interface were evaluated by in-situ acoustic emission (AE) monitoring and a series of microscopic characterizations. The result indicated that the deposition of a nano-SiO2 coating with a film structure thickness of approximately 150 nm on fiber surface could be achieved. The coating exhibited excellent cryogenic resistance but inferior elevated resistance, as elevated temperatures caused the coating to crack and corrode. After modification, the interfacial bonding stability exposed to thermal variations was enhanced. At ambient temperature, the bond strength of the modified fibers increased by 44.68 % compared to before modification, while that increased by 1.54 %–13.49 % in a single thermal-variations cycle compared to the ambient modified group. Interface enhancement arises from imbalances in nanocoating thermal stability, moisture phase changes, properties of three-phase interface transition zone, and thermal expansion coefficient disparities. Those findings provide new insight into the attempts to improve the mechanical and durability properties of concrete under extreme temperature environments.
用于超高强度混凝土的纳米工程钢纤维:对不同低温和高温暴露的影响
钢纤维与超高性能混凝土(UHPC)基体之间的界面粘结对于极端环境下的力学性能至关重要。本文报告了一种采用溶胶-凝胶法的表面纳米工程方法,该方法可增强纤维在不同的低温和高温暴露(-170 °C至200 °C)条件下的粘结阻力。此外,还通过原位声发射(AE)监测和一系列显微表征评估了钢纤维-基质界面的界面粘接和失效情况。结果表明,可以在纤维表面沉积膜结构厚度约为 150 nm 的纳米二氧化硅涂层。该涂层具有优异的耐低温性能,但耐高温性能较差,因为高温会导致涂层开裂和腐蚀。改性后,受热变化影响的界面结合稳定性得到增强。在常温下,改性纤维的粘接强度比改性前提高了 44.68%,而在单次热变化循环中,粘接强度比常温改性组提高了 1.54%-13.49%。界面增强源于纳米涂层热稳定性、湿度相变、三相界面过渡区特性和热膨胀系数差异的不平衡。这些发现为改善极端温度环境下混凝土的机械和耐久性能提供了新的思路。
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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