Shrinkage Behavior of Cementitious 3D Printing Materials (2021-09)¶

Effect of Temperature and Relative Humidity

10.1016/j.cemconcomp.2021.104238

Shahmirzadi Mohsen, Gholampour Aliakbar, Kashani Alireza, Ngo Tuan
Journal Article - Cement and Concrete Composites, Vol. 124

Abstract

Extrusion-based concrete 3D printing is at its infancy and many aspects of this new technology need to be thoroughly investigated to pave the way for its widespread use in construction. Since the inherent drying shrinkage of the hardened cement paste is the source of the drying shrinkage of 3D printed concrete, the shrinkage behavior of cementitious 3D printing materials with very high cement to fine aggregate ratios is one of the major challenges for researchers working on this innovative technology. Besides, due to the absence of formwork in this technique, an outdoor 3D printing environment causes excessive moisture loss and drying shrinkage cracking. This paper presents the first comprehensive investigation on the effects of different outdoor environmental conditions i.e. relative humidity (RH) and temperature on the moisture loss, drying and autogenous shrinkage of cementitious 3D printing materials, considering different sand to cement (S/C), and surface to volume (S/V) ratios of free-formed specimens. Mass loss and length change of mortars which were cured for up to 168 days under standard condition (24 ̊C-50%RH with 24 h of sealed initial curing) were compared with those at 24 ̊C-50%RH, 35 ̊C-85%RH and 35 ̊C-45%RH (free-formed specimens without initial curing) to investigate the effect of outdoor printing environment and the absence of formworks on the deformations caused by shrinkage. The drying shrinkage results indicate that 28 days free-formed specimens under different non-standard curing conditions show a length change up to 30% lower than specimens in the standard environment. Moreover, increasing the sand to cement ratio from 0.8 to 1.0 results in a 10% decrease in the drying shrinkage strain. This study also discusses the higher susceptibility of free-formed specimens to carbonation shrinkage and demonstrates that printed specimens have higher shrinkage deformation in the longer term compared to conventional casting specimens. The results of nitrogen adsorption-desorption analysis also prove that the total porosity in free-formed specimens in all environmental conditions reduces and reaches a finer pore structure after 112 days compared to conventional casting specimens. These results point to the importance of internal or external curing for reducing shrinkage in concrete 3D printing.

¶

24 References

63 Citations

BibTeX

@article{shah_ghol_kash_ngo.2021.SBoC3PM,
  author            = "Mohsen Rezaei Shahmirzadi and Aliakbar Gholampour and Alireza Kashani and Tuan D. Ngo",
  title             = "Shrinkage Behavior of Cementitious 3D Printing Materials: Effect of Temperature and Relative Humidity",
  doi               = "10.1016/j.cemconcomp.2021.104238",
  year              = "2021",
  journal           = "Cement and Concrete Composites",
  volume            = "124",
}

Formatted Citation

IEEE

M. R. Shahmirzadi, A. Gholampour, A. Kashani and T. D. Ngo, “Shrinkage Behavior of Cementitious 3D Printing Materials: Effect of Temperature and Relative Humidity”, Cement and Concrete Composites, vol. 124, 2021, doi: 10.1016/j.cemconcomp.2021.104238.

CMOS

Shahmirzadi, Mohsen Rezaei, Aliakbar Gholampour, Alireza Kashani, and Tuan D. Ngo. “Shrinkage Behavior of Cementitious 3D Printing Materials: Effect of Temperature and Relative Humidity”. Cement and Concrete Composites 124 (2021). https://doi.org/10.1016/j.cemconcomp.2021.104238.