journal article·2022-02

High toughness 3D printed white Portland cement-based materials with glass fiber textile

Yuan Jin, Xiaolong Zhou, Mingxu Chen, Zhihui Zhao, Yongbo Huang, Piqi Zhao, Lingchao Lu

Materials Letters· Volume 309
Publisher page

Abstract

Abstract 3D printing technology for cement-based materials recently provides an emerging preparation style in construction industry benefited from the rapid prototyping and construction freedom. However, due to the poor toughness of 3D printed cementitious materials, the further application of 3D printing technology in architectural decoration and construction field is limited. In this study, the glass fiber textiles (GFT, with the size of 5 mm × 5 mm) were introduced to improve the toughness of 3D printed white Portland cement-based materials (WPCMs) after printing one or several layers. The results showed that the addition of GFT significantly improved the toughness of the printed specimens, the flexural strength increased by 608%, and when the number of GFT increased to 7, the fracture deflection increased by 1437%. In conclusion, the use of GFT presents a potential to develop high toughness in 3D printed WPCMs.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Innovations in Concrete and Construction Materials · Innovative concrete reinforcement materials · Additive Manufacturing and 3D Printing Technologies

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (11)

Show source-provided references
1. Interlayer reinforcement of 3D printed concrete by the in-process deposition of U-nails10.1016/j.cemconres.2021.106535 ↗
2. A review of the current progress and application of 3D printed concrete10.1016/j.compositesa.2019.105533 ↗
3. Modelling the development of capillary pressure in freshly 3D-printed concrete elements10.1016/j.cemconres.2021.106457 ↗
4. Design of 3D printable concrete based on the relationship between flowability of cement paste and optimum aggregate content10.1016/j.cemconcomp.2019.103406 ↗
5. Fiber orientation effects on ultra-high performance concrete formed by 3D printing10.1016/j.cemconres.2021.106384 ↗
6. Flexural properties of 3D printed fibre-reinforced concrete with recycled sand10.1016/j.conbuildmat.2021.123077 ↗
7. Calculation method of cracking load and deflection of textile reinforced self-stressing concrete10.1016/j.conbuildmat.2021.124622 ↗
8. Capillary transport of water through textile-reinforced concrete applied in repairing and/or strengthening cracked RC structures10.1016/j.cemconres.2013.05.012 ↗
9. Expansion behavior of self-stressing concrete confined by glass-fiber composite meshes10.1016/j.conbuildmat.2016.10.022 ↗
10. Multiaxis three-dimensional (3D) glass fiber perform/cementitious matrix concrete composites: Experimental characterizations by panel test10.1016/j.cemconcomp.2021.104020 ↗
11. Experimental and analytical study of reinforced concrete beams shear strengthened with different types of textile-reinforced mortar10.1016/j.conbuildmat.2015.03.013 ↗