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Mitigating Plastic Shrinkage and Cracking in 3D Printed Concrete Through Surface Rewetting (2024-09)

10.1007/978-3-031-70031-6_31

 Markin Slava,  Mechtcherine Viktor
Contribution - Proceedings of the 4th RILEM International Conference on Concrete and Digital Fabrication, pp. 263-269

Abstract

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.

9 References

  1. Federowicz Karol, Kaszyńska Maria, Zieliński Adam, Hoffmann Marcin (2020-06)
    Effect of Curing Methods on Shrinkage Development in 3D Printed Concrete
  2. Ghourchian Sadegh, Butler Marko, Krüger Markus, Mechtcherine Viktor (2021-04)
    Modelling the Development of Capillary Pressure in Freshly 3D Printed Concrete Elements
  3. Jo Jun, Jo Byung, Cho Woohyun, Kim Jung-Hoon (2020-03)
    Development of a 3D Printer for Concrete Structures:
    Laboratory Testing of Cementitious Materials
  4. Markin Slava, Cordova Julian, Mechtcherine Viktor (2023-10)
    Evolution of Capillary Pressure in 3D Printed Concrete Elements:
    Numerical Modelling and Experimental Validation
  5. Markin Slava, Mechtcherine Viktor (2023-01)
    Methods for Measuring Plastic Shrinkage and Related Cracking of 3D Printed Concrete
  6. Markin Slava, Mechtcherine Viktor (2023-03)
    Quantification of Plastic Shrinkage and Plastic Shrinkage Cracking of the 3D Printable Concretes Using 2D Digital Image Correlation
  7. Moelich Gerrit, Kruger Jacques, Combrinck Riaan (2022-06)
    Mitigating Early-Age Cracking in 3D Printed Concrete Using Fibers, Superabsorbent Polymers, Shrinkage Reducing Admixtures, B-CSA Cement and Curing Measures
  8. Putten Jolien, Snoeck Didier, Coensel R., Schutter Geert et al. (2020-12)
    Early-Age Shrinkage Phenomena of 3D Printed Cementitious Materials with Superabsorbent Polymers
  9. Schutter Geert, Lesage Karel, Mechtcherine Viktor, Nerella Venkatesh et al. (2018-08)
    Vision of 3D Printing with Concrete:
    Technical, Economic and Environmental Potentials

0 Citations

BibTeX
@inproceedings{mark_mech.2024.MPSaCi3PCTSR,
  author            = "Slava Viacheslav Markin and Viktor Mechtcherine",
  title             = "Mitigating Plastic Shrinkage and Cracking in 3D Printed Concrete Through Surface Rewetting",
  doi               = "10.1007/978-3-031-70031-6_31",
  year              = "2024",
  volume            = "53",
  pages             = "263--269",
  booktitle         = "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

S. V. Markin and V. Mechtcherine, “Mitigating Plastic Shrinkage and Cracking in 3D Printed Concrete Through Surface Rewetting”, in Proceedings of the 4th RILEM International Conference on Concrete and Digital Fabrication, 2024, vol. 53, pp. 263–269. doi: 10.1007/978-3-031-70031-6_31.

Markin, Slava Viacheslav, and Viktor Mechtcherine. “Mitigating Plastic Shrinkage and Cracking in 3D Printed Concrete Through Surface Rewetting”. In Proceedings of the 4th RILEM International Conference on Concrete and Digital Fabrication, edited by Dirk Lowke, Niklas Freund, David Böhler, and Friedrich Herding, 53:263–69, 2024. https://doi.org/10.1007/978-3-031-70031-6_31.