Multi-physics modelling of 3D-printed concrete evolution in environmental conditions

Extrusion-based 3D-printed cementitious structures have high water loss after printing provoking significant plastic shrinkage. In this study, we propose a thermo-poro-mechanical model of printed cementitious materials, driven by the experimental observation of a positive correlation between the printed wall thickness and compressive strength at the hardened state. The model is developed to represent evaporation at free surfaces, water consumption associated to the cement hydration and water flow within the material, accounting for their effect on temperature variations, strains and on the evolution of stiffness and compressive strength. Comparisons of compressive strength and plastic shrinkage with experiments are presented, demonstrating the validity of the proposed model. In the absence of protective measures, wall thickness is positively correlated with compressive strength and negatively correlated with shrinkage. When preventing evaporation by putting printed specimens in water, plastic shrinkage is significantly reduced and the compressive strength is increased, reaching similar values as cast samples.

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Publication Details

Journal
Cement and Concrete Research
Published
2025-05-14
DOI
https://doi.org/10.1016/j.cemconres.2025.107918
Citations
3
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
3.02

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article

Multi-physics modelling of 3D-printed concrete evolution in environmental conditions

Nicolas Ducoulombier, Karam Sab, Jérémy Bleyer, Romain Mesnil et al.
3 citations
Cement and Concrete Research
Innovations in Concrete and Construction Materials
3.02
article

Multi-physics modelling of 3D-printed concrete evolution in environmental conditions

Nicolas Ducoulombier, Karam Sab, Jérémy Bleyer, Romain Mesnil, Maxime Pierre, Alice Gribonval
article en
3 citations

Abstract

Extrusion-based 3D-printed cementitious structures have high water loss after printing provoking significant plastic shrinkage. In this study, we propose a thermo-poro-mechanical model of printed cementitious materials, driven by the experimental observation of a positive correlation between the printed wall thickness and compressive strength at the hardened state. The model is developed to represent evaporation at free surfaces, water consumption associated to the cement hydration and water flow within the material, accounting for their effect on temperature variations, strains and on the evolution of stiffness and compressive strength. Comparisons of compressive strength and plastic shrinkage with experiments are presented, demonstrating the validity of the proposed model. In the absence of protective measures, wall thickness is positively correlated with compressive strength and negatively correlated with shrinkage. When preventing evaporation by putting printed specimens in water, plastic shrinkage is significantly reduced and the compressive strength is increased, reaching similar values as cast samples.

Cement and Concrete ResearchVol. 196
Centre National de la Recherche Scientifique (FR), École nationale des ponts et chaussées (FR), Laboratoire Navier (FR), Université Gustave Eiffel (FR), Risun (China) (CN)
Association Nationale de la Recherche et de la Technologie
Life in Land
Openalex Percentile: Top 10%
Innovations in Concrete and Construction Materials
3.02
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