In-Process Reinforcement Method for 3D Concrete Printing (2022-04)¶
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Contribution - Proceedings of the 2022 International Conference on Green Building, Civil Engineering and Smart City, pp. 394-402
Abstract
3Dconcrete printing (3DCP)as a revolutionary technology has reached the construction industry with numerous achievements. While the key to promote the structural application of 3D printing lie in the effective reinforcement approaches that ensure the mechanical capacities of printed structures. Many researchers have tried to find solutions to reinforce 3D concrete printing elements. Hence, the need to review the different types of in-process reinforcement solutions based on their mechanical performances, their application process challenges, and their performance on different structures. Our primary focus is to examine ten different reinforcement solutions used in 3D concrete printing over the past ten years. This paper shows the improvement of each reinforcement strategy over time and propose a reinforcement solution that can be considered for future research.
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13 References
- Bai Gang, Wang Li, Wang Fang, Ma Guowei (2021-08)
In-Process Reinforcing Method:
Dual 3D Printing Procedure for Ultra-High-Performance Concrete Reinforced Cementitious Composites - Buswell Richard, Silva Wilson, Jones Scott, Dirrenberger Justin (2018-06)
3D Printing Using Concrete-Extrusion:
A Roadmap for Research - Freund Niklas, Mai (née Dressler) Inka, Lowke Dirk (2020-07)
Studying the Bond Properties of Vertical Integrated Short Reinforcement in the Shotcrete 3D Printing Process - Geneidy Omar, Kumarji Sujay, Dubor Alexandre, Sollazzo Aldo (2020-07)
Simultaneous Reinforcement of Concrete While 3D Printing - Hass Lauri, Bos Freek (2020-07)
Bending and Pull-Out Tests on a Novel Screw Type Reinforcement for Extrusion-Based 3D Printed Concrete - Li Zhijian, Wang Li, Ma Guowei (2020-01)
Mechanical Improvement of Continuous Steel-Micro-Cable-Reinforced Geopolymer Composites for 3D Printing Subjected to Different Loading Conditions - Liu Miao, Zhang Qiyun, Tan Zhendong, Wang Li et al. (2021-01)
Investigation of Steel-Wire-Mesh-Reinforcement Method for 3D Concrete Printing - Ma Guowei, Li Zhijian, Wang Li, Wang Fang et al. (2019-01)
Mechanical Anisotropy of Aligned Fiber-Reinforced Composite for Extrusion-Based 3D Printing - Marchment Taylor, Sanjayan Jay (2020-09)
Bond Properties of Reinforcing Bar Penetrations in 3D Concrete Printing - Marchment Taylor, Sanjayan Jay (2019-10)
Mesh Reinforcing Method for 3D Concrete Printing - Wang Li, Liu Yi, Yang Yu, Li Yanfeng et al. (2021-04)
Bonding Performance of 3D Printing Concrete with Self-Locking Interfaces Exposed to Compression-Shear and Compression-Splitting Stresses - Wang Li, Ma Guowei, Liu Tianhao, Buswell Richard et al. (2021-07)
Inter-Layer Reinforcement of 3D Printed Concrete by the In-Process Deposition of U-Nails - Xiao Jianzhuang, Ji Guangchao, Zhang Yamei, Ma Guowei et al. (2021-06)
Large-Scale 3D Printing Concrete Technology:
Current Status and Future Opportunities
BibTeX
@inproceedings{kaza_yao_wang.2023.IPRMf3CP,
author = "Billy Kanyiki Kazadi and Liang Yao and Li Wang",
title = "In-Process Reinforcement Method for 3D Concrete Printing: Status, Potentials and Challenges",
doi = "10.1007/978-981-19-5217-3_39",
year = "2023",
volume = "211",
pages = "394--402",
booktitle = "Proceedings of the 2022 International Conference on Green Building, Civil Engineering and Smart City",
editor = "Wei Guo and Kai Qian",
}
Formatted Citation
B. K. Kazadi, L. Yao and L. Wang, “In-Process Reinforcement Method for 3D Concrete Printing: Status, Potentials and Challenges”, in Proceedings of the 2022 International Conference on Green Building, Civil Engineering and Smart City, 2023, vol. 211, pp. 394–402. doi: 10.1007/978-981-19-5217-3_39.
Kazadi, Billy Kanyiki, Liang Yao, and Li Wang. “In-Process Reinforcement Method for 3D Concrete Printing: Status, Potentials and Challenges”. In Proceedings of the 2022 International Conference on Green Building, Civil Engineering and Smart City, edited by Wei Guo and Kai Qian, 211:394–402, 2023. https://doi.org/10.1007/978-981-19-5217-3_39.