Bong, S.H.; Nematollahi, B.; Mechtcherine, V.; Li, V.C.; Khayat, K.H. 3D Printed Engineered, Strain-Hardening Geopolymer Composite (EGC/SHGC) as Permanent Formwork for Concrete Beam Construction. Preprints2022, 2022030390. https://doi.org/10.20944/preprints202203.0390.v1
APA Style
Bong, S.H., Nematollahi, B., Mechtcherine, V., Li, V.C., & Khayat, K.H. (2022). 3D Printed Engineered, Strain-Hardening Geopolymer Composite (EGC/SHGC) as Permanent Formwork for Concrete Beam Construction. Preprints. https://doi.org/10.20944/preprints202203.0390.v1
Chicago/Turabian Style
Bong, S.H., Victor C. Li and Kamal H. Khayat. 2022 "3D Printed Engineered, Strain-Hardening Geopolymer Composite (EGC/SHGC) as Permanent Formwork for Concrete Beam Construction" Preprints. https://doi.org/10.20944/preprints202203.0390.v1
Abstract
The extrusion-based 3D concrete printing (3DCP) technology allows the fabrication of permanent formwork with intricate shapes, into which fresh concrete is cast to build structural members with complex geometry. This significantly enhances the geometric freedom of concrete structures without the use of expensive temporary formwork. In addition, with proper material choice for the permanent formwork, the load-bearing capacity and durability of the resulting structure can be improved. This paper investigates 3DCP of permanent formwork for reinforced concrete (RC) beam construction. A 3D-printable engineered geopolymer composite (3DP-EGC, or strain-hardening geopolymer composite, 3DP-SHGC) recently developed by the authors was used for fabrication of the permanent formwork. The 3DP-EGC exhibits strain-hardening behaviour under direct tension. Two different printing patterns were used for the soffit of the permanent formwork to investigate the effect of this parameter on the flexural performance of RC beams. A conventionally mould-cast RC beam was also prepared as the control beam for comparison purposes. The results showed that the RC beams constructed using the 3DP-EGC permanent formwork exhibited superior flexural performance to the control beam. Such beams yielded significantly higher cracking load (up to 43%), deflection at ultimate load (up to 60%), ductility index (50%) and absorbed energy (up to 107%) than those of the control beam. The ultimate load was comparable with or slightly higher than that of the control beam. Furthermore, the printing pattern at the soffit of the permanent formwork was found to have a significant influence on the flexural performance of the RC beams.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
