Enhancing FRP-concrete interfacial bonding for structural retrofitting via nano-Al2O3-modified alkali-activated binders: Performance, mechanisms and predictive model

IF 8.1 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Journal of building engineering Pub Date : 2026-12-01 Epub Date: 2026-10-17 DOI:10.1016/j.jobe.2026.117581
Guoqing Zuo, Yanfeng Gao, Xiaju Zhou, Chen Li, Zhaibang Ke, Yuan Fang, Tao Hu, Depeng Chen, Zhengwu Jiang
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引用次数: 0

Abstract

This study systematically investigates the influence of nano-Al2O3 (NA) incorporation on interfacial bonding characteristics of alkali-activated metakaolin-blast furnace slag composite binders. The failure mode, interfacial bond strength and microstructural evolution of specimens with varying NA dosages and curing ages are analyzed. The results show that 5% NA incorporation remarkably enhances interfacial bond strength of 28 d specimen by 29.5% compared with control specimen. Microscopic observations reveal that the incorporation of 5% NA optimizes the chemically bonded state of reaction products, promotes the generation of highly polymerized C-(A)-S-H and N-A-S-H gels, and improves the overall densification of the microstructure. Conversely, excessive NA blending induces particle agglomeration, reduces reactivity and filling efficiency, and increases surface roughness, porosity and microcracks. As curing age extends, the geopolymeric reaction proceeds more completely, and the polymerization degree and structural orderliness of gel phases are gradually improved. The predictive accuracy of existing models for interfacial bond strength of composite binders is assessed, and underlying sources of deviation are discussed. Additionally, a modified interfacial bond strength model is proposed. The predicted results align well with the measured data, with a mean prediction-to-test ratio of 0.981 and a corresponding mean squared deviation of 0.163. This study provides a theoretical basis and technical support for the rational design of nanomaterial-modified composite binders with improved interfacial performance, thereby promoting the innovation and advancement of green building materials.
通过纳米al2o3改性碱活化粘合剂增强frp -混凝土界面结合:性能、机制和预测模型
本文系统地研究了纳米al2o3 (NA)掺入对碱活化偏高岭土-高炉矿渣复合粘结剂界面结合特性的影响。分析了不同NA用量和龄期试样的破坏模式、界面结合强度和微观组织演变。结果表明:与对照试样相比,掺入5% NA可显著提高28 d试样的界面结合强度29.5%;微观观察表明,5% NA的加入优化了反应产物的化学键合状态,促进了高聚合C-(A)- s - h和N-A-S-H凝胶的生成,提高了微观结构的整体致密性。相反,过量的NA掺合会导致颗粒团聚,降低反应性和填充效率,增加表面粗糙度、孔隙率和微裂纹。随着固化时间的延长,地聚合反应进行得更加彻底,凝胶相的聚合度和结构有序度逐渐提高。评估了现有复合材料界面结合强度模型的预测精度,并讨论了偏差的潜在来源。此外,提出了一种改进的界面结合强度模型。预测结果与实测数据吻合良好,预测检验比均值为0.981,均方差为0.163。本研究为合理设计界面性能更好的纳米材料改性复合粘结剂提供了理论依据和技术支持,从而推动绿色建材的创新与进步。
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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