Extrudable region parametrical study of 3D printable concrete using recycled glass concrete

3D concrete printing (3DCP) is gaining much attention due to the absence of formwork, allowing more freedom in the architectural design, and reducing construction costs significantly. The lack of formwork configuration in the 3DCP technique requires the printable concrete to possess self-supporting...

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Main Authors: Ting, Andrew Guan Heng, Quah, Noel Tan Kai, Lim, Jian Hui, Tay, Daniel Yi Wei, Tan, Ming Jen
Other Authors: School of Mechanical and Aerospace Engineering
Format: Article
Language:English
Published: 2022
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Online Access:https://hdl.handle.net/10356/162407
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1624072022-10-18T02:58:29Z Extrudable region parametrical study of 3D printable concrete using recycled glass concrete Ting, Andrew Guan Heng Quah, Noel Tan Kai Lim, Jian Hui Tay, Daniel Yi Wei Tan, Ming Jen School of Mechanical and Aerospace Engineering Singapore Centre for 3D Printing Engineering::Mechanical engineering 3D Concrete Printing Recycled Glass Concrete 3D concrete printing (3DCP) is gaining much attention due to the absence of formwork, allowing more freedom in the architectural design, and reducing construction costs significantly. The lack of formwork configuration in the 3DCP technique requires the printable concrete to possess self-supporting properties. Furthermore, the yield stress evolution over time caused by the structuration build-up of the cement also allows a larger buildable height of the print. However, before the structuration in the material occurs, the concrete needs to possess high initial yield stress to maintain its shape upon extrusion during the early stage of the printing process. Although it is advantageous to have higher yield stress for the buildability of the concrete, the extrudability of the concrete should also be considered. When the yield stress of the concrete is too high, the pumping effort to cause flow in the concrete becomes too high and the extruded filament displays defects on the surface of the filament. This study aims to study the effects of various material parameters on the concrete extrudability and buildability to determine the extrudable region of the concrete mix design using a graphical approach. The material parameters that are being studied in this research includes aggregates fraction, attapulgite nano-clay content, and aggregates fineness. The results shows that the mix designs at the extrudable limit surface is most optimal for 3D concrete printing as it has the maximum buildability with the extrudable region. National Research Foundation (NRF) This research is supported by the National Research Foundation, Prime Minister’s Office, Singapore under its Medium-Sized Centre funding scheme, Singapore Centre for 3D Printing, National Additive Manufacturing Innovation Cluster, Enviro Sand Pty Ltd, Chip Eng Seng Corporation and Berkeley Education Alliance for Research in Singapore (BEARS) for the Singapore-Berkeley Building Efficiency and Sustainability in the Tropics (SinBerBEST) Program. 2022-10-18T02:58:29Z 2022-10-18T02:58:29Z 2022 Journal Article Ting, A. G. H., Quah, N. T. K., Lim, J. H., Tay, D. Y. W. & Tan, M. J. (2022). Extrudable region parametrical study of 3D printable concrete using recycled glass concrete. Journal of Building Engineering, 50, 104091-. https://dx.doi.org/10.1016/j.jobe.2022.104091 2352-7102 https://hdl.handle.net/10356/162407 10.1016/j.jobe.2022.104091 2-s2.0-85123774585 50 104091 en Journal of Building Engineering © 2022 Elsevier Ltd. All rights reserved.
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Mechanical engineering
3D Concrete Printing
Recycled Glass Concrete
spellingShingle Engineering::Mechanical engineering
3D Concrete Printing
Recycled Glass Concrete
Ting, Andrew Guan Heng
Quah, Noel Tan Kai
Lim, Jian Hui
Tay, Daniel Yi Wei
Tan, Ming Jen
Extrudable region parametrical study of 3D printable concrete using recycled glass concrete
description 3D concrete printing (3DCP) is gaining much attention due to the absence of formwork, allowing more freedom in the architectural design, and reducing construction costs significantly. The lack of formwork configuration in the 3DCP technique requires the printable concrete to possess self-supporting properties. Furthermore, the yield stress evolution over time caused by the structuration build-up of the cement also allows a larger buildable height of the print. However, before the structuration in the material occurs, the concrete needs to possess high initial yield stress to maintain its shape upon extrusion during the early stage of the printing process. Although it is advantageous to have higher yield stress for the buildability of the concrete, the extrudability of the concrete should also be considered. When the yield stress of the concrete is too high, the pumping effort to cause flow in the concrete becomes too high and the extruded filament displays defects on the surface of the filament. This study aims to study the effects of various material parameters on the concrete extrudability and buildability to determine the extrudable region of the concrete mix design using a graphical approach. The material parameters that are being studied in this research includes aggregates fraction, attapulgite nano-clay content, and aggregates fineness. The results shows that the mix designs at the extrudable limit surface is most optimal for 3D concrete printing as it has the maximum buildability with the extrudable region.
author2 School of Mechanical and Aerospace Engineering
author_facet School of Mechanical and Aerospace Engineering
Ting, Andrew Guan Heng
Quah, Noel Tan Kai
Lim, Jian Hui
Tay, Daniel Yi Wei
Tan, Ming Jen
format Article
author Ting, Andrew Guan Heng
Quah, Noel Tan Kai
Lim, Jian Hui
Tay, Daniel Yi Wei
Tan, Ming Jen
author_sort Ting, Andrew Guan Heng
title Extrudable region parametrical study of 3D printable concrete using recycled glass concrete
title_short Extrudable region parametrical study of 3D printable concrete using recycled glass concrete
title_full Extrudable region parametrical study of 3D printable concrete using recycled glass concrete
title_fullStr Extrudable region parametrical study of 3D printable concrete using recycled glass concrete
title_full_unstemmed Extrudable region parametrical study of 3D printable concrete using recycled glass concrete
title_sort extrudable region parametrical study of 3d printable concrete using recycled glass concrete
publishDate 2022
url https://hdl.handle.net/10356/162407
_version_ 1749179208660156416