The Effect of Layer Cross-Section on Plastic Shrinkage Cracking of 3D Printed Concrete Elements (2023-10)¶
,
Contribution - Modern Building Materials, Structures and Techniques, pp. 300-309
Abstract
There is great potential for 3D concrete printing to revolutionize the construction industry in the near future. A major aspect of this technology transfer to the practical application will be the ability to control and mitigate the shrinkage of printed elements and shrinkage-related cracking. In the first hours after extrusion, 3D-printed concrete elements are subjected to the accelerated evaporation of the water. This leads to the development of high negative capillary pressure in the system. Before solidification, primary negative capillary pressure is responsible for the volumetric contractions of the 3D-printed concrete elements and subsequently cracking. Over time, printed structures with cracks degrade their durability, functionality, and aesthetics. Mitigating plastic shrinkage and shrinkage cracking is essential for 3D-printing sustainable and durable structures. The article analyses the cracking of the 3D-printed elements having different cross-sections of the layers. It was found that concrete elements printed with thin filaments are more susceptible to plastic shrinkage cracking than those printed with thicker filaments.
¶
8 References
- Ghourchian Sadegh, Butler Marko, Krüger Markus, Mechtcherine Viktor (2021-04)
Modelling the Development of Capillary Pressure in Freshly 3D Printed Concrete Elements - Ivanova Irina, Ivaniuk Egor, Bisetti Sameercharan, Nerella Venkatesh et al. (2022-03)
Comparison Between Methods for Indirect Assessment of Buildability in Fresh 3D Printed Mortar and Concrete - Markin Slava, Mechtcherine Viktor (2022-06)
Measuring Plastic Shrinkage and Related Cracking of 3D Printed Concretes - Markin Slava, Mechtcherine Viktor (2023-01)
Methods for Measuring Plastic Shrinkage and Related Cracking of 3D Printed Concrete - Markin Slava, Mechtcherine Viktor (2023-03)
Quantification of Plastic Shrinkage and Plastic Shrinkage Cracking of the 3D Printable Concretes Using 2D Digital Image Correlation - Mechtcherine Viktor, Nerella Venkatesh, Will Frank, Näther Mathias et al. (2019-08)
Large-Scale Digital Concrete Construction:
CONPrint3D Concept for On-Site, Monolithic 3D Printing - Moelich Gerrit, Kruger Jacques, Combrinck Riaan (2020-08)
Plastic Shrinkage Cracking in 3D Printed Concrete - Putten Jolien, Snoeck Didier, Coensel R., Schutter Geert et al. (2020-12)
Early-Age Shrinkage Phenomena of 3D Printed Cementitious Materials with Superabsorbent Polymers
0 Citations
BibTeX
@inproceedings{mark_mech.2024.TEoLCSoPSCo3PCE,
author = "Slava Viacheslav Markin and Viktor Mechtcherine",
title = "The Effect of Layer Cross-Section on Plastic Shrinkage Cracking of 3D Printed Concrete Elements",
doi = "10.1007/978-3-031-44603-0_30",
year = "2024",
volume = "392",
pages = "300--309",
booktitle = "Modern Building Materials, Structures and Techniques",
editor = "Joaquim A. O. Barros and Gintaris Kaklauskas and Zava and Edmundas K. Zavadskas",
}
Formatted Citation
S. V. Markin and V. Mechtcherine, “The Effect of Layer Cross-Section on Plastic Shrinkage Cracking of 3D Printed Concrete Elements”, in Modern Building Materials, Structures and Techniques, 2024, vol. 392, pp. 300–309. doi: 10.1007/978-3-031-44603-0_30.
Markin, Slava Viacheslav, and Viktor Mechtcherine. “The Effect of Layer Cross-Section on Plastic Shrinkage Cracking of 3D Printed Concrete Elements”. In Modern Building Materials, Structures and Techniques, edited by Joaquim A. O. Barros, Gintaris Kaklauskas, Zava, and Edmundas K. Zavadskas, 392:300–309, 2024. https://doi.org/10.1007/978-3-031-44603-0_30.