Printed Concrete as Formwork-Material (2020-07)¶
, ,
Contribution - Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication, pp. 575-583
Abstract
Production of complex formwork with conventional materials can be expensive due to the intensive labor during the manufacturing process. The introduction of printed concrete as formwork material could resolve this problem. The combination of the automated robotic manufacturing and the high degree of freedom could benefit the production process. However, the material characteristics of printed concrete are less suitable then for conventional materials. The low tensile strength of printed concrete formwork could endanger the stability of the formwork during casting of the concrete. This experimental study identifies the most important stresses and parameters to be studied while casting concrete in a printed concrete formwork. The investigation was performed on a printed concrete cylindrical formwork filled with self-compacting concrete. During casting, the strain on the outside of the formwork was measured in time as well as in function of the changing pressure head. Results showed that the strain on the outside of the formwork increased in time, with increasing pressure head.
¶
5 References
- Feng Peng, Meng Xinmiao, Chen Jian-Fei, Ye Lieping (2015-06)
Mechanical Properties of Structures 3D Printed with Cementitious Powders - Hwang Dooil, Khoshnevis Behrokh (2004-09)
Concrete Wall Fabrication by Contour Crafting - Lloret-Fritschi Ena, Shahab Amir, Linus Mettler, Flatt Robert et al. (2014-03)
Complex Concrete Structures:
Merging Existing Casting Techniques with Digital Fabrication - Nematollahi Behzad, Xia Ming, Sanjayan Jay (2017-07)
Current Progress of 3D Concrete Printing Technologies - Zhang Jingchuan, Wang Jialiang, Dong Sufen, Yu Xun et al. (2019-07)
A Review of the Current Progress and Application of 3D Printed Concrete
5 Citations
- Saelens Lien, Tittelboom Kim, Wan-Wendner Roman, Caspeele Robby (2025-07)
Experimental and Numerical Quantification of the Structural Capacity of Hybrid 3D Printed and Cast Concrete Beams After Topology Optimization - Saelens Lien, Tittelboom Kim, Caspeele Robby, Wan-Wendner Roman (2025-06)
Experimental Analysis of the Structural Behavior of Hybrid Concrete 3D Printed-Cast Beam Systems - Jones Kathryn, Li Mo (2024-07)
Life Cycle Assessment of Additively Manufactured Foundations for Ultratall Wind Turbine Towers - Bekaert Michiel, Tittelboom Kim, Schutter Geert (2024-07)
Influence of Curing Conditions on the Shrinkage Behavior of Three-Dimensional Printed Concrete Formwork - Dobrzanski James, Buswell Richard, Cavalaro Sergio, Kinnell Peter et al. (2021-09)
Milling a Cement-Based 3D Printable Mortar in Its Green State Using a Ball-Nosed Cutter
BibTeX
@inproceedings{beka_titt_schu.2020.PCaFM,
author = "Michiel Bekaert and Kim van Tittelboom and Geert de Schutter",
title = "Printed Concrete as Formwork-Material: A Preliminary Study",
doi = "10.1007/978-3-030-49916-7_59",
year = "2020",
volume = "28",
pages = "575--583",
booktitle = "Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2020",
editor = "Freek Paul Bos and Sandra Simaria de Oliveira Lucas and Robert Johannes Maria Wolfs and Theo A. M. Salet",
}
Formatted Citation
M. Bekaert, K. van Tittelboom and G. de Schutter, “Printed Concrete as Formwork-Material: A Preliminary Study”, in Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2020, 2020, vol. 28, pp. 575–583. doi: 10.1007/978-3-030-49916-7_59.
Bekaert, Michiel, Kim van Tittelboom, and Geert de Schutter. “Printed Concrete as Formwork-Material: A Preliminary Study”. In Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2020, edited by Freek Paul Bos, Sandra Simaria de Oliveira Lucas, Robert Johannes Maria Wolfs, and Theo A. M. Salet, 28:575–83, 2020. https://doi.org/10.1007/978-3-030-49916-7_59.