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Steel fibers in 3D-printed concrete: a brief review of feasibility and research gaps Cover

Steel fibers in 3D-printed concrete: a brief review of feasibility and research gaps

Open Access
|Jul 2026

Figures & Tables

Fig. 1.

Schematic illustrating the main topics addressed in the literature review (own research)

Fig. 2.

Number of papers published over 65 years (Google Scholar)

Fig. 3.

Comparison of articles on shotcrete-based and extrusion-based 3D printing (Google Scholar)

Fig. 4.

Research gaps identified based on literature review (own research)

The number of articles available in Google Scholar after entering the keywords presented in the table (Google Scholar)

1 keywordThe number of papers
Concrete1 490 000
Fibers17 900
3D-printing17 900
Shotcrete27 200
2 keywordsThe number of papers
Concrete + Fibers117 000
Concrete + 3D-printing42 800
3D-printing + Shotcrete2030
Fibers + Shotcrete16 000
Fibers + 3D-printing35 800
Concrete + Shotcrete19 500
3 keywordsThe number of papers
Concrete + Fibers + 3D-printing17 500
Fibers + 3D-printing + Shotcrete1350
Concrete + 3D-printing + Shotcrete1910
Concrete + Fibers + Shotcrete15 300
4 keywordsThe number of papers
Concrete + Fibers + 3D-printing + Shotcrete1260

A qualitative comparison of fiber-reinforced and plain UHPC mixes (Senapathi & Peiris, 2025; Wang & Gao, 2016)

CriteriaUHPFRCUHPC
WorkabilityReducedHigh
PorosityMay increase or decrease depending on fiber typeVery low
FlowabilityDecreaseHighest flowability
Air contentReduced contentHigh content

A qualitative comparison of hardened fiber-reinforced concrete compared to plain concrete (Senapathi & Peiris, 2025)

CriteriaUHPFRCUHPC
Failure modeDuctile failureBrittle failure
Tensile strengthSignificantly increasedLower
Impact resistanceHighLow
Crack patterns before localizationMultiple cracksOne single, well-defined crack
Post-cracking load capacityDistinct post-cracking load capacityNo significant post-cracking strength
Crack initiation locationCracks are bridged by fibersPoints of stress concentration in the matrix

A qualitative comparison between shotcrete-based 3D printing and extrusion-based 3D printing (Dörrie et al_, 2025; Heidarnezhad & Zhang, 2022; Liu et al_, 2025)

CriteriaShotcrete Based 3D PrintingExtrusion Based 3D Printing
Material deposition methodHigh-pressure sprayingMaterial extruded through a nozzle
Printing speedVery highLower, limited by pump speed
Cold joint formationLower riskHigher risk of cold joins between layers
Geometric precisionLower, strongly dependent on spray pattern, spray angle, standoff distanceHigher and easier to control
Geometric freedomGreater directional flexibility of material applicationLimited geometric freedom, complex freeform shapes require supports
Surface qualityLower, prone to rebound and oversprayHigher, surfaces are smoother
Ability to print large volumes quicklyExcellentLimited
Surface finishRoughSmooth
Robot controlMore complexMore predictable
Reinforcement integrationPossibility of integrating continuous reinforcement using different techniquesCommonly used as lost formwork, limited reinforcement integration
Sensitivity to mix inconsistenciesHigh sensitivity, requires digital controlLower, process is more predictable
AnisotropyLower, due to continuous compactionSignificant material anisotropy
Material-process interactionStrongly coupled material-process interactionGeometric characteristics determined by nozzle size
Design implicationGreater directional flexibilityGeometric freedom is limited
DOI: https://doi.org/10.17512/bozpe.2026.15.09 | Journal eISSN: 2544-963X | Journal ISSN: 2299-8535
Language: English
Published on: Jul 13, 2026
In partnership with: Paradigm Publishing Services
Publication frequency: 1 issue per year

© 2026 Justyna Stec, Seweryn Malazdrewicz, Hassan Abdolpour, Paweł Niewiadomski, Harald Kloft, Bartłomiej Sawicki, published by Technical University in Czestochowa
This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 License.

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