三维打印工程水泥基复合材料 (ECC) 的层间粘结性能:流变调节与纤维杂化

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yao Ding , Xingjian Ou , Hongtuo Qi , Gang Xiong , Tomoya Nishiwaki , Yifan Liu , Jiepeng Liu
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引用次数: 0

摘要

逐层三维打印(3DP)工艺和工程水泥基复合材料(ECC)中有机纤维的加入会导致层间附着力减弱,从而对 3DP-ECC 结构的完整性产生不利影响,尤其是对于需要延长开放时间的大型结构而言。为了优化打印质量和延长操作时间,采用纤维素丝(CF)作为纳米增强剂、粘度调节剂和保水剂,并与聚乙烯纤维(PE)和钢纤维(ST)混合。最高粘结强度提高到 3.51 兆帕。流变参数随时间变化的影响得到了缓解,层间孔隙率降低到了 0.56%,粘结强度在 60 分钟开放时间内降低了 12.01%。压缩各向异性几乎被消除,验证了 CF 在改变层间粘合力方面的潜力。流变行为与层间粘合性能之间建立了线性关系,并建议采用 0.508 Pa-s/min 的塑性粘度增长率来避免冷接合并确保印刷质量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Interlayer bonding performance of 3D printed engineered cementitious composites (ECC): Rheological regulation and fiber hybridization
The weak interlayer adhesion caused by the layer-by-layer 3D printing (3DP) process and the incorporation of organic fiber in Engineered Cementitious Composites (ECC), detrimentally impacts the integrity of 3DP-ECC structures, particularly for large-scale structures requiring extended open time. To optimize the printing quality and extent the operation time, cellulose filaments (CF) were employed as nano-reinforcement, viscosity modifier and water retainer, and were hybridized with polyethylene fiber (PE) and steel fiber (ST). The highest bonding strength was raised up to 3.51 MPa. The time-dependent escalation of rheological parameters was mitigated, reducing interlayer porosity to 0.56 % and limiting the reduction in bonding strength to 12.01 % within 60 min open time. The compressive anisotropy was almost eliminated, verifying the potential of CF in modifying interlayer adhesion. A linear correlation between rheological behavior and interlayer bonding performance was established, and a 0.508 Pa s/min plastic viscosity growth rate was suggested to avoid cold joint and ensure printing quality.
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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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