Factors Affecting Flowability and Rheological Behavior of 3D Printed Concrete (2026-01)¶
10.1016/j.conbuildmat.2026.145140
, , , Mawa Jannatul, Habib Mostaq
Journal Article - Construction and Building Materials, Vol. 508, No. 145140
Abstract
3D printed concrete (3DPC) has emerged as a transformative technology, offering significant advantages through digitization, automation, and intelligent fabrication. However, its effectiveness largely depends on fresh-state properties such as flowability for smooth extrusion and sufficient buildability to retain shape after deposition. This paper presents a comprehensive literature review and bibliometric analysis of 3DPC, utilizing VOSviewer to analyze key academic publications. The study evaluates critical material parameters, including aggregates, cement types, binder ratios, supplementary cementitious materials (SCMs), fiber types and dosages, chemical admixtures, temperature, and waste materials, which influence fresh-state characteristics such as rheological properties, flowability, and printing properties. Additionally, the paper addresses mechanical, durability, and key printing properties, along with cost and market predictions, future challenges, and research directions. The findings indicate that the flowability of SCMs, superplasticizers (SPs), viscosity-modifying agents (VMAs), and fibers strongly correlates with both static and dynamic yield stress, where higher static yield stress enhances layer stability during printing. Incorporating nanomaterials, fibers, and chemical admixtures further improves mechanical performance. Durability is also significantly influenced by the types and combinations of additives used, with air-entraining agents (AEAs) and SCMs improving freeze-thaw resistance, while blends of Metakaolin (MK), silica fume (SF), and fibers effectively manage carbonation and chloride penetration. Additionally, to ensure stable extrusion and adequate interlayer bonding, it is recommended to maintain a D/dmax greater than 3.3. This review provides insights into material selection, mix design optimization, and process control, providing valuable insights for researchers and practitioners in the field of 3DPC industry.
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Mechanical and Macrostructural Properties of 3D Printed Concrete Dosed with Steel-Fibers under Different Loading-Direction - Singh Amardeep, Yang Song, Wang Dianchao, Xiao Jianzhuang et al. (2025-09)
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Experimental and Theoretical Study - Souza Marcelo, Ferreira Igor, Moraes Elisângela, Senff Luciano et al. (2021-11)
Role of Chemical Admixtures on 3D Printed Portland Cement:
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The Effects of Air-Entraining Agent on Fresh and Hardened Properties of 3D Concrete - Sun Junbo, Zhang Yanling, Wu Qi, Wang Yufei et al. (2024-10)
3D Printed Concrete Incorporating Waste-Rubber:
Anisotropic Properties and Environmental Impact-Analysis - Surehali Sahil, Tripathi Avinaya, Neithalath Narayanan (2023-08)
Anisotropy in Additively Manufactured Concrete Specimens Under Compressive Loading:
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A Review of 3D Printing Technology:
The Future of Sustainable Construction - Tamimi Adil, Alqamish Habib, Khaldoune Ahlam, Alhaidary Haidar et al. (2023-03)
Framework of 3D Concrete Printing Potential and Challenges - Tarhan Yeşim, Tarhan İsmail, Şahin Remzi (2024-12)
Comprehensive Review of Binder Matrices in 3D Printing Construction:
Rheological Perspectives - Tay Yi, Qian Ye, Tan Ming (2019-05)
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Time-Gap-Effect on Bond Strength of 3D Printed Concrete - Teixeira João, Schaefer Cecília, Maia Lino, Rangel Bárbara et al. (2022-03)
Influence of Supplementary Cementitious Materials on Fresh Properties of 3D Printable Materials - Thajeel Marwah, Kopecskó Katalin, Balázs György (2025-04)
Enhancing Printability of 3D Printed Concrete by Using Metakaolin and Silica Fume - Ting Guan, Tay Yi, Qian Ye, Tan Ming (2019-03)
Utilization of Recycled Glass for 3D Concrete Printing:
Rheological and Mechanical Properties - Tran Nhi, Tran Mien, Tran Jonathan, Nguyen Anh et al. (2024-09)
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Influence of Slag/Fly Ash as Partial Cement Replacement on Printability and Mechanical Properties of 3D-Printed Concrete - Wang Zhibin, Jia Lutao, Deng Zhicong, Zhang Chao et al. (2022-08)
Bond Behavior Between Steel-Bars and 3D Printed Concrete:
Effect of Concrete Rheological Property, Steel-Bar Diameter and Paste-Coating - Wang Suguo, Wang Xing, Yan Xueyuan, Chen Shanghong (2025-08)
Effects of Aggregate Size and Nozzle Diameter on Printability and Mechanical Properties of 3D Printed Ferronickel Slag-GGBFS Concrete - Wang Bolin, Yao Xiaofei, Yang Min, Zhang Runhong et al. (2022-04)
Mechanical Performance of 3D Printed Concrete in Steam-Curing Conditions - Wei Yazhi, Zhang Hui (2024-09)
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0 Citations
BibTeX
@article{tush_hasa_hasa_mawa.2026.FAFaRBo3PC,
author = "Fazlul Hoque Tushar and Mehedi Hasan and Kamrul Hasan and Jannatul Mawa and Mostaq Habib",
title = "Factors Affecting Flowability and Rheological Behavior of 3D Printed Concrete: A Comprehensive Review",
doi = "10.1016/j.conbuildmat.2026.145140",
year = "2026",
journal = "Construction and Building Materials",
volume = "508",
pages = "145140",
}
Formatted Citation
F. H. Tushar, M. Hasan, K. Hasan, J. Mawa and M. Habib, “Factors Affecting Flowability and Rheological Behavior of 3D Printed Concrete: A Comprehensive Review”, Construction and Building Materials, vol. 508, p. 145140, 2026, doi: 10.1016/j.conbuildmat.2026.145140.
Tushar, Fazlul Hoque, Mehedi Hasan, Kamrul Hasan, Jannatul Mawa, and Mostaq Habib. “Factors Affecting Flowability and Rheological Behavior of 3D Printed Concrete: A Comprehensive Review”. Construction and Building Materials 508 (2026): 145140. https://doi.org/10.1016/j.conbuildmat.2026.145140.