On the origins of anisotropy of extrusion-based 3D printed concrete: The roles of filament skin and agglomeration

One of the most significant challenges facing extrusion-based 3D concrete printing (3DCP) is the anisotropy present in the printed material: under load, the observed performance is typically lower than a cast equivalent and significantly so in certain directions. In addition, the performance is also more variable than cast material. These observations are, in part, due to surface moisture evaporation and air entrapment. Here, we investigate the hypothesis that the printed concrete comprises of agglomerated filament core and skin having distinct properties as a necessary consequence of the printing process. Through novel X-ray computed tomography measurements, we show that printed concrete comprises the core and Filament Interfacial Zone Network (FIZN) and that, in contrast to the cores, the FIZN is found to be free from pores except at boundaries where there is incomplete bonding. Through morphological, chemical and mechanical analysis, the FIZN is also found to contain 20% less sand and 60% more anhydrous cement than the filament cores, while the FIZ material was inferred to have 11% higher compressive strength, 28% lower flexural strength and 22% lower elastic modulus than the core. The findings from this work suggest that anisotropy will always exist and that care should be devoted to the material rheology, printing system and the filaments arrangement in order to produce consistent and predictable hardened material properties.

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Publication Details

Journal
Cement and Concrete Research
Published
2025-02-20
DOI
https://doi.org/10.1016/j.cemconres.2025.107817
Citations
20
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
20.13

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article

On the origins of anisotropy of extrusion-based 3D printed concrete: The roles of filament skin and agglomeration

Simon A. Austin, John Temitope Kolawole, Sultan Mahmood, Jie Xu et al.
20 citations
Cement and Concrete Research
Innovations in Concrete and Construction Materials
20.13
article

On the origins of anisotropy of extrusion-based 3D printed concrete: The roles of filament skin and agglomeration

Simon A. Austin, John Temitope Kolawole, Sultan Mahmood, Jie Xu, Richard Buswell, James Dobrzanski, Dirk Engelberg, Sérgio Cavalaro, Philip J. Withers, Muhammad Nura Isa
article en
20 citations

Abstract

One of the most significant challenges facing extrusion-based 3D concrete printing (3DCP) is the anisotropy present in the printed material: under load, the observed performance is typically lower than a cast equivalent and significantly so in certain directions. In addition, the performance is also more variable than cast material. These observations are, in part, due to surface moisture evaporation and air entrapment. Here, we investigate the hypothesis that the printed concrete comprises of agglomerated filament core and skin having distinct properties as a necessary consequence of the printing process. Through novel X-ray computed tomography measurements, we show that printed concrete comprises the core and Filament Interfacial Zone Network (FIZN) and that, in contrast to the cores, the FIZN is found to be free from pores except at boundaries where there is incomplete bonding. Through morphological, chemical and mechanical analysis, the FIZN is also found to contain 20% less sand and 60% more anhydrous cement than the filament cores, while the FIZ material was inferred to have 11% higher compressive strength, 28% lower flexural strength and 22% lower elastic modulus than the core. The findings from this work suggest that anisotropy will always exist and that care should be devoted to the material rheology, printing system and the filaments arrangement in order to produce consistent and predictable hardened material properties.

Cement and Concrete ResearchVol. 192
Loughborough University (GB), University of Manchester (GB), Henry Royce Institute (GB)
Engineering and Physical Sciences Research Council
Sustainable cities and communities
Openalex Percentile: Top 0%
Innovations in Concrete and Construction Materials
20.13
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