Porous 3D printed concrete beams show an environmental promise: a cradle-to-grave comparative life cycle assessment

Styrmir Gislason, Simon Bruhn, Luca Breseghello, Burak Sen, Gang Liu, Roberto Naboni*

*Kontaktforfatter

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Abstract

3D Concrete Printing (3DCP) is a rapidly expanding area in the field of architecture, engineering, and construction, but very limited research has quantitatively investigated its environmental impact. The existing Life Cycle Assessment (LCA) studies on 3DCP lack clearly defined functional units of comparison, especially considering load-bearing structures. This paper investigates the potential environmental benefits of 3DCP over conventional concrete construction for structural beams based on a cradle-to-grave comparative LCA. Unlike existing studies, this paper employs a recarbonation model to account for the carbon offsetting from the use-stage of 3DP concrete, which shows significant results. The assessment includes three-beam designs, each analyzed for both prefabrication and on-site construction scenarios. While currently, 3DCP has a generally higher environmental impact due to the larger quantity of cement employed in the process, the reduction of material through infill optimization for printed beams is a promising design principle to positively offset the environmental impacts in the construction sector. The paper draws recommendations for future research on material- and recarbonation-efficient 3DCP design for load-bearing structures, as well as on material development, e.g. integration of larger aggregates and low-clinker cement. Graphical abstract: [Figure not available: see fulltext.].

OriginalsprogEngelsk
TidsskriftClean Technologies and Environmental Policy
Vol/bind24
Udgave nummer8
Sider (fra-til)2639-2654
ISSN1618-954X
DOI
StatusUdgivet - okt. 2022

Bibliografisk note

Funding Information:
The experimental work on 3DCP was carried out at the CREATE Lab at the University of Southern Denmark (SDU)—Section for Civil and Architectural Engineering, with the fabrication assistance of Simon Andreasen, Philip James Douglas, Filippo Meglioli and Mads Sørensen. The structural data in this paper are an extract from experiments conducted in collaboration with the SDU Structures Group—Section for Civil and Architectural Engineering led by Assoc. Prof. Dr. Henrik Brøner Jørgensen. The authors wish to thank industrial partner Hyperion Robotics (robotic setup), and the project partners Saint Gobain Weber Denmark (mortar material); Danish Fibres (polypropylene fibers); Lisa Lisberg Sand (Spaencom A/S) for the insights into concrete prefabrication production practices. Burak Sen and Gang Liu acknowledge the Independent Research Fund Denmark (via the project iBuildGreen) for financial support.

Publisher Copyright:
© 2022, The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.

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