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Post-processing methods to improve strength of particle-bed 3d printed geopolymer for digital construction applications

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posted on 2024-07-11, 13:02 authored by Behzad Nematollahi, Ming Xia, Jay SanjayanJay Sanjayan
The strength of powder-based 3D printed geopolymer samples immediately after the de-powdering process (“green” strength) is inherently very low. Therefore, different post-processing techniques have been explored in the previous study of the authors to enhance the “green” strength of the printed geopolymer. The highest strength of around 30 MPa was achieved for the printed slag-based geopolymer sample cured in an alkaline solution for 7 days at 60°C. Although this strength is sufficient for a wide range of construction applications, the necessity for the heat curing procedure, which requires a significant amount of energy, can compromise the sustainability credentials of the developed powder-based 3D printed geopolymer and limit its commercial viability and large-scale applications in the construction industry. To tackle this issue, this study aims to develop a new post-processing method which eliminates the necessity for the heat curing. The influences of type of curing medium, duration and temperature of curing, and testing direction on the compressive strength of the printed geopolymer were investigated. The “green” printed geopolymer samples were immersed in four different curing mediums, including two sodium (Na)-based, and two potassium (K)-based activators with different alkali modulus (SiO2/M2O where M = Na or K), and cured at two different curing temperatures (ambient temperature (23°C) vs. 60°C) for 7 and 28 days. The compressive strength of the “post-processed” printed geopolymer specimens was measured in two different testing directions, namely the binder jetting direction and layer stacking direction. The results showed that the 28-day compressive strength of the ambient temperature cured printed geopolymer sample was comparable to the 7-day compressive strength of the corresponding heat cured sample. Therefore, the feasibility of enhancing the strength of printed geopolymer by curing in an alkaline solution at ambient temperature was established. This developed post-processing method based on the ambient temperature curing is more viable and less energy-intensive, yet provides comparable strength, as compared to the previously developed post-processing method based on the heat curing. The results also showed that the strength of the printed geopolymer samples cured in the K-based activators was lower than that of the specimens cured in the Na-based activators.

Funding

ARC | DP170103521

ARC | LE170100168

ARC | DE180101587

3D Concrete Printing Facility for Automated Construction Research : Australian Research Council (ARC) | LE170100168

3D Printing of Structures using Fibre Reinforced Geopolymer Concrete : Australian Research Council (ARC) | DP170103521

3D printable geopolymer with orientable fibres for construction application : Australian Research Council (ARC) | DE180101587

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PDF (Published version)

ISSN

2296-8016

Journal title

Frontiers in Materials

Volume

6

Article number

article no. 160

Pagination

160-

Publisher

Frontiers Media SA

Copyright statement

Copyright © 2019 Nematollahi, Xia and Sanjayan. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

Language

eng

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