Interlayer bonding performance of 3D printed engineered cementitious composites (ECC): Rheological regulation and fiber hybridization

被引:3
作者
Ding, Yao [1 ,2 ]
Ou, Xingjian [1 ]
Qi, Hongtuo [1 ]
Xiong, Gang [1 ]
Nishiwaki, Tomoya [2 ]
Liu, Yifan [1 ]
Liu, Jiepeng [1 ]
机构
[1] Chongqing Univ, Coll Civil Engn, Chongqing, Peoples R China
[2] Tohoku Univ, Dept Architecture & Bldg Sci, Sendai, Japan
关键词
3D concrete printing; Engineered cementitious composites (ECC); Interlayer bonding performance; Fiber hybridization; Rheological regulation; Long-open-time; CONCRETE; STRENGTH; FEASIBILITY; DESIGN;
D O I
10.1016/j.cemconcomp.2024.105805
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页数:14
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