Carbon capture potential of 3D printable concrete with self-curing additives

This research aims at studying carbon capture potential in 3D printable concrete by using Polyethylene Glycol 6000 (PEG) as the self-curing additive. 3D printable concrete samples are prepared with different percentages of PEG (0%, 1 %, 2 % and 3%). The mix is subjected to two printing processes. Th...

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Main Author: Bawarith, Nuran Khalid A
Other Authors: Tan Ming Jen
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2024
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Online Access:https://hdl.handle.net/10356/177533
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Institution: Nanyang Technological University
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spelling sg-ntu-dr.10356-1775332024-06-01T16:52:45Z Carbon capture potential of 3D printable concrete with self-curing additives Bawarith, Nuran Khalid A Tan Ming Jen School of Mechanical and Aerospace Engineering MMJTAN@ntu.edu.sg Engineering This research aims at studying carbon capture potential in 3D printable concrete by using Polyethylene Glycol 6000 (PEG) as the self-curing additive. 3D printable concrete samples are prepared with different percentages of PEG (0%, 1 %, 2 % and 3%). The mix is subjected to two printing processes. The first printing process includes standard 3D concrete printing (3DCP), the passive capturing of carbon dioxide (CO2) from the surrounding environment while printing. The second printing process uses a custom made in-line static mixer for CO2-steam integrated printing. The 3D-printed concrete’s mechanical strength was evaluated through compression and flexural testing performed after 7 days and 28 days of curing. The cured samples are subjected to Thermogravimetric Analysis (TGA) to estimate the amount of carbon uptake in each sample. Moreover, this study examines the rheological properties of concrete mixes with varying PEG percentages compared to an Ordinary Portland Cement (OPC) reference, utilizing the Bingham Model to compute quasi-static yield stress, dynamic yield stress, and plastic. For standard 3DCP, findings suggest that PEG enhances early strength development and carbon capture, with an optimal concentration of 2% PEG for maximizing compression strength. Additionally, PEG improves flowability and extrudability, benefiting complex geometries. For CO2-steam integrated printing findings show that PEG is effective in carbon capture and enhances early and subsequent strength development in flexural tests. This is likely due to its moisture retention properties, which also impact yield stresses and viscosity. The optimal PEG concentration, peaking at 2%, maximizes compression strength. Bachelor's degree 2024-05-29T07:34:20Z 2024-05-29T07:34:20Z 2024 Final Year Project (FYP) Bawarith, N. K. A. (2024). Carbon capture potential of 3D printable concrete with self-curing additives. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/177533 https://hdl.handle.net/10356/177533 en application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering
spellingShingle Engineering
Bawarith, Nuran Khalid A
Carbon capture potential of 3D printable concrete with self-curing additives
description This research aims at studying carbon capture potential in 3D printable concrete by using Polyethylene Glycol 6000 (PEG) as the self-curing additive. 3D printable concrete samples are prepared with different percentages of PEG (0%, 1 %, 2 % and 3%). The mix is subjected to two printing processes. The first printing process includes standard 3D concrete printing (3DCP), the passive capturing of carbon dioxide (CO2) from the surrounding environment while printing. The second printing process uses a custom made in-line static mixer for CO2-steam integrated printing. The 3D-printed concrete’s mechanical strength was evaluated through compression and flexural testing performed after 7 days and 28 days of curing. The cured samples are subjected to Thermogravimetric Analysis (TGA) to estimate the amount of carbon uptake in each sample. Moreover, this study examines the rheological properties of concrete mixes with varying PEG percentages compared to an Ordinary Portland Cement (OPC) reference, utilizing the Bingham Model to compute quasi-static yield stress, dynamic yield stress, and plastic. For standard 3DCP, findings suggest that PEG enhances early strength development and carbon capture, with an optimal concentration of 2% PEG for maximizing compression strength. Additionally, PEG improves flowability and extrudability, benefiting complex geometries. For CO2-steam integrated printing findings show that PEG is effective in carbon capture and enhances early and subsequent strength development in flexural tests. This is likely due to its moisture retention properties, which also impact yield stresses and viscosity. The optimal PEG concentration, peaking at 2%, maximizes compression strength.
author2 Tan Ming Jen
author_facet Tan Ming Jen
Bawarith, Nuran Khalid A
format Final Year Project
author Bawarith, Nuran Khalid A
author_sort Bawarith, Nuran Khalid A
title Carbon capture potential of 3D printable concrete with self-curing additives
title_short Carbon capture potential of 3D printable concrete with self-curing additives
title_full Carbon capture potential of 3D printable concrete with self-curing additives
title_fullStr Carbon capture potential of 3D printable concrete with self-curing additives
title_full_unstemmed Carbon capture potential of 3D printable concrete with self-curing additives
title_sort carbon capture potential of 3d printable concrete with self-curing additives
publisher Nanyang Technological University
publishDate 2024
url https://hdl.handle.net/10356/177533
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