A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Mitigating Plastic Shrinkage and Cracking in 3D-Printed Concrete Through Surface Rewetting
https://orcid.org/http://orcid.org/0000-0001-8874-0078
https://orcid.org/http://orcid.org/0000-0002-4685-7064
Rewetting 3D-printed elements is an active mitigation approach aimed at preventing rapid increases in capillary pressure. The method lowers the capillary pressure in freshly placed concrete layers, reducing internal stresses and minimizing the risk of cracking. In the present study, the concrete surface was rewetted at a constant application rate at different times following specimen production. The results demonstrate that rewetting can significantly reduce shrinkage and the tendency of printed elements to crack. However, inline spreading of water during extrusion, such as attaching water jets directly to the printing nozzle, proves ineffective. The study results confirm that rewetting the concrete surface efficiently prevents shrinkage when performed during the phase of decreasing evaporation in the concrete element, i.e., shortly after extrusion.
Mitigating Plastic Shrinkage and Cracking in 3D-Printed Concrete Through Surface Rewetting
https://orcid.org/http://orcid.org/0000-0001-8874-0078
https://orcid.org/http://orcid.org/0000-0002-4685-7064
Rewetting 3D-printed elements is an active mitigation approach aimed at preventing rapid increases in capillary pressure. The method lowers the capillary pressure in freshly placed concrete layers, reducing internal stresses and minimizing the risk of cracking. In the present study, the concrete surface was rewetted at a constant application rate at different times following specimen production. The results demonstrate that rewetting can significantly reduce shrinkage and the tendency of printed elements to crack. However, inline spreading of water during extrusion, such as attaching water jets directly to the printing nozzle, proves ineffective. The study results confirm that rewetting the concrete surface efficiently prevents shrinkage when performed during the phase of decreasing evaporation in the concrete element, i.e., shortly after extrusion.
Mitigating Plastic Shrinkage and Cracking in 3D-Printed Concrete Through Surface Rewetting
https://orcid.org/http://orcid.org/0000-0001-8874-0078
https://orcid.org/http://orcid.org/0000-0002-4685-7064
Rewetting 3D-printed elements is an active mitigation approach aimed at preventing rapid increases in capillary pressure. The method lowers the capillary pressure in freshly placed concrete layers, reducing internal stresses and minimizing the risk of cracking. In the present study, the concrete surface was rewetted at a constant application rate at different times following specimen production. The results demonstrate that rewetting can significantly reduce shrinkage and the tendency of printed elements to crack. However, inline spreading of water during extrusion, such as attaching water jets directly to the printing nozzle, proves ineffective. The study results confirm that rewetting the concrete surface efficiently prevents shrinkage when performed during the phase of decreasing evaporation in the concrete element, i.e., shortly after extrusion.
Mitigating Plastic Shrinkage and Cracking in 3D-Printed Concrete Through Surface Rewetting
RILEM Bookseries
Lowke, Dirk (editor) / Freund, Niklas (editor) / Böhler, David (editor) / Herding, Friedrich (editor) / Markin, Slava (author) / Mechtcherine, Viktor (author)
RILEM International Conference on Concrete and Digital Fabrication ; 2024 ; Munich, Germany
Fourth RILEM International Conference on Concrete and Digital Fabrication ; Chapter: 31 ; 263-269
RILEM Bookseries ; 53
2024-09-01
7 pages
Article/Chapter (Book)
Electronic Resource
English
Plastic shrinkage cracking of concrete
| British Library Online Contents | 2010
Plastic shrinkage cracking of concrete
| Online Contents | 2009
Understanding and mitigating plastic shrinkage in 3D-printed concrete elements
| TIBKAT | 2024