Enhancing the flexural toughness of UHPC through flexible layer-modified aggregates: A novel interfacial toughening strategy

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement & concrete composites Pub Date : 2024-09-24 DOI:10.1016/j.cemconcomp.2024.105770
Kai Yang , Guangcheng Long , Zhuo Tang , Wengui Li , Gang Ma , Chengyang Li , Youjun Xie
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Abstract

Enhancing the interfacial deformability of UHPC positively impacts its toughness and durability. In this work, a novel interfacial toughening strategy was proposed and employed for UHPC, in which the aggregates were treated with polyacrylate emulsion (PL) or PL modified by silica fume or carbon nanotubes to form an interfacial flexible layer (FL). The flexural characteristics of the prepared UHPC were comprehensively investigated, with attention to the damage evolution based on acoustic emission. Meanwhile, the corresponding toughening mechanism was discussed. The results showed that the FL modified by carbon nanotubes effectively enhanced the flexural deformation capacity, energy absorption capacity, and toughness of UHPC, while maintaining flexural strength. Introducing FL reduced ringing count and acoustic emission energy and mitigated damage rate of UHPC. The FL altered the flexural damage mode of UHPC by alleviating stress concentration to prevent sudden matrix cracking and fiber debonding. During the elastic stage, FL and the UHPC matrix jointly sustained tensile cracks, enhancing the matrix's energy absorption capacity, which correlated positively with the percentage of tensile cracks. In the softening stage, this capacity correlated positively with the percentage of shear cracks. Moreover, FL reduced the probability of microcracks at the interface. Although the FL reduced the average microhardness at the interface, it stabilized the performance of hydration products and increased their maximum microhardness. The FL promoted interfacial energy dissipation and synergistically bridged microcracks with steel fibers, ultimately enhancing the flexural toughness of UHPC.
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通过柔性层改性集料增强超高性能混凝土的抗弯韧性:新型界面增韧策略
提高超高性能混凝土的界面变形能力会对其韧性和耐久性产生积极影响。本研究提出了一种新型的界面增韧策略并将其用于超高性能混凝土,即用聚丙烯酸酯乳液(PL)或由硅灰或碳纳米管改性的聚丙烯酸酯乳液处理集料以形成界面柔性层(FL)。对制备的 UHPC 的弯曲特性进行了全面研究,并关注了基于声发射的损伤演变。同时,讨论了相应的增韧机理。结果表明,碳纳米管修饰的 FL 层在保持抗弯强度的同时,有效提高了 UHPC 的抗弯变形能力、能量吸收能力和韧性。引入 FL 降低了振铃次数和声发射能量,减轻了 UHPC 的损坏率。FL 通过缓解应力集中来防止基体突然开裂和纤维脱粘,从而改变了 UHPC 的弯曲破坏模式。在弹性阶段,FL 和 UHPC 基体共同维持拉伸裂缝,增强了基体的能量吸收能力,这与拉伸裂缝的百分比成正相关。在软化阶段,这种能力与剪切裂缝的百分比呈正相关。此外,FL 还降低了界面上出现微裂纹的概率。虽然 FL 降低了界面的平均显微硬度,但它稳定了水化产物的性能,并提高了其最大显微硬度。FL 促进了界面能量耗散,并与钢纤维协同桥接微裂缝,最终提高了 UHPC 的抗弯韧性。
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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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