Hardened properties and durability of large-scale 3D printed cement-based materials

被引:85
作者
Zhang, Yu [1 ,2 ]
Zhang, Yunsheng [1 ,2 ,3 ]
Yang, Lin [4 ]
Liu, Guojian [5 ]
Chen, Yidong [1 ,2 ]
Yu, Shiwei [6 ]
Du, Hongjian [7 ]
机构
[1] Southeast Univ, Sch Mat Sci & Engn, Nanjing, Peoples R China
[2] Collaborat Innovat Ctr Adv Civil Engn Mat, Nanjing 211189, Peoples R China
[3] Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Peoples R China
[4] Zhengzhou Univ, Sch Water Conservancy Engn, Zhengzhou 450001, Peoples R China
[5] Suzhou Univ Sci & Technol, Sch Civil Engn, Suzhou 215011, Peoples R China
[6] Swinburne Univ Technol, Ctr Smart Infrastruct & Digital Construct, Hawthorn, Vic 3122, Australia
[7] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
基金
中国国家自然科学基金;
关键词
Additive manufacturing; Digital construction; Void distribution; Layer structure; Anisotropy; SULFATE ATTACK RESISTANCE; DRYING SHRINKAGE; CONCRETE CONSTRUCTION; FRESH PROPERTIES; PERFORMANCE; FABRICATION; REINFORCEMENT; STRENGTH; DESIGN; CREEP;
D O I
10.1617/s11527-021-01632-x
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study systematically investigates the hardened properties, durability and void distribution of large-scale 3D printed cement-based materials (3DPC). Experimental results indicate that 3DPC has higher compressive and flexural strengths, lower drying shrinkage, better resistance against sulfate attack and carbonation than mold-cast cement-based materials, but lower resistance to frost damage and chloride ion penetration. Computed tomography scanning reveals that voids in 3DPC are strongly oriented along the printing direction. Furthermore, the voids are much more inter-connected and even continuous among the printed filaments. This unique void distribution is the origin of anisotropy for 3DPC and can explain the determined directional dependency of mechanical strengths and durability performance. Along the printing direction, the more connected voids render more channels for gas and liquid to penetrate into 3DPC.
引用
收藏
页数:14
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