Influence of Nozzle-Diameter on the Anisotropy of Compressive Strength (2024-09)¶
10.24355/dbbs.084-202408190910-0
Muy Yeakleang, , , , , , Hubert Julien
Contribution - Supplementary Proceedings of the 4th RILEM International Conference on Concrete and Digital Fabrication
Abstract
3D printing concrete (3DPC) is an innovative method in the construction sector, eliminating the need for traditional formwork. This study introduces a mortar mixed design with recycled fine aggregates (RFA) where dmax < 2 mm. The mortar was printed with two different printers, each equipped with nozzles of different diameters (2 cm and 4 cm). The layers were printed and pressed to widen the string to the chosen width of 6 cm. The primary objective is to study the influence of nozzle diameters on the mechanical properties as well as the anisotropic behavior of 3DPC. The investigation was conducted through mechanical testing on different orientations of printed layers, parallel (oz) and perpendicular (ox) to the printing direction. Results reveal a significant drop of compressive strength in the orientation (oz) when using a 2 cm nozzle compared to a 4 cm nozzle from the same mix design. This is attributed to the intense compression of each layer during deposition to ensure controlled spreading of the material path consequently creating damage in the outer parts of the printed concrete.
¶
8 References
- Ji Guangchao, Xiao Jianzhuang, Zhi Peng, Wu Yuching et al. (2022-02)
Effects of Extrusion-Parameters on Properties of 3D Printing Concrete with Coarse Aggregates - Nerella Venkatesh, Hempel Simone, Mechtcherine Viktor (2019-02)
Effects of Layer-Interface Properties on Mechanical Performance of Concrete Elements Produced by Extrusion-Based 3D Printing - Ngo Tuan, Kashani Alireza, Imbalzano Gabriele, Nguyen Quynh et al. (2018-02)
Additive Manufacturing (3D Printing):
A Review of Materials, Methods, Applications and Challenges - Panda Biranchi, Paul Suvash, Mohamed Nisar, Tay Yi et al. (2017-09)
Measurement of Tensile Bond Strength of 3D Printed Geopolymer Mortar - Putten Jolien, Schutter Geert, Tittelboom Kim (2018-09)
The Effect of Print Parameters on the (Micro)structure of 3D Printed Cementitious Materials - Tay Yi, Ting Guan, Qian Ye, Panda Biranchi et al. (2018-07)
Time-Gap-Effect on Bond Strength of 3D Printed Concrete - Wolfs Robert, Bos Freek, Salet Theo (2019-03)
Hardened Properties of 3D Printed Concrete:
The Influence of Process Parameters on Inter-Layer Adhesion - Zhang Chao, Nerella Venkatesh, Krishna Anurag, Wang Shen et al. (2021-06)
Mix-Design Concepts for 3D Printable Concrete:
A Review
0 Citations
BibTeX
@inproceedings{muy_cour_bult_remo.2024.IoNDotAoCS,
author = "Yeakleang Muy and Luc Courard and David Bulteel and Sébastien Rémond and Maria Taleb and Khadija El Cheikh and Julien Hubert",
title = "Influence of Nozzle-Diameter on the Anisotropy of Compressive Strength: Measured on 3D Printing Concrete Designed with Recycled Fine Aggregates",
doi = "10.24355/dbbs.084-202408190910-0",
year = "2024",
booktitle = "Supplementary Proceedings of the 4th RILEM International Conference on Concrete and Digital Fabrication",
editor = "Dirk Lowke and Niklas Freund and David Böhler and Friedrich Herding",
}
Formatted Citation
Y. Muy, “Influence of Nozzle-Diameter on the Anisotropy of Compressive Strength: Measured on 3D Printing Concrete Designed with Recycled Fine Aggregates”, in Supplementary Proceedings of the 4th RILEM International Conference on Concrete and Digital Fabrication, 2024. doi: 10.24355/dbbs.084-202408190910-0.
Muy, Yeakleang, Luc Courard, David Bulteel, Sébastien Rémond, Maria Taleb, Khadija El Cheikh, and Julien Hubert. “Influence of Nozzle-Diameter on the Anisotropy of Compressive Strength: Measured on 3D Printing Concrete Designed with Recycled Fine Aggregates”. In Supplementary Proceedings of the 4th RILEM International Conference on Concrete and Digital Fabrication, edited by Dirk Lowke, Niklas Freund, David Böhler, and Friedrich Herding, 2024. https://doi.org/10.24355/dbbs.084-202408190910-0.