A Rheological Test Method for Determining the Printability Zone of Cementitious 3D Printers (2025-11)¶
Solaiappan Kamesh, Foruzanmehr M.
Journal Article - Journal of Building Engineering, Vol. 117, No. 114566
Abstract
This study establishes a standardized methodology for defining the printability zone of a manually fed extruder using a delta 3D printer. Portland cement-based reference materials were prepared by varying the water-cement ratios from 0.32 to 0.36 and superplasticizer content ranging from 0.1 to 0.5 percent. A successful 3D model was designed based on the printer and extruder specifications and transferred to the 3D printer using Geometric Code (G-Code). The controlled Shear Stress (CSS) method was employed to determine the rheological properties of all mixtures, such as static yield stress and viscosity at a critical shear rate of 0.02 s−1. Concurrently, the printability factors - extrudability, shape retention, and minimum buildability were studied and evaluated. The results revealed that nozzle diameter significantly affects shape retention behaviour. Reducing the nozzle diameter to 6 mm increased the velocity at the nozzle tip, resulting in wider extrusions and is unsuitable for 3D printing. Conversely, the 8 mm nozzle with an 8 mm layer height encountered challenges extruding materials and underwent excessive plastic deformation; however, the 4 mm layer height allowed for printing a wide range of rheological properties. The printability zone was determined based on four limits: minimum and maximum printable yield stresses and minimum and maximum printable viscosities. Ultimately, a plot correlating yield stresses and viscosities with printability factors was created to determine the printability zone of the 8 mm nozzle with 4 mm and 8 mm layer height for the manual feeding extruder.
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24 References
- Ambily Parukutty, Kaliyavaradhan Senthil, Rajendran Neeraja (2023-05)
Top Challenges to Widespread 3D Concrete Printing Adoption:
A Review - Buswell Richard, Silva Wilson, Jones Scott, Dirrenberger Justin (2018-06)
3D Printing Using Concrete-Extrusion:
A Roadmap for Research - Chen Yu, Figueiredo Stefan, Li Zhenming, Chang Ze et al. (2020-03)
Improving Printability of Limestone-Calcined-Clay-Based Cementitious Materials by Using Viscosity-Modifying Admixture - Chen Yu, He Shan, Zhang Yu, Wan Zhi et al. (2021-08)
3D Printing of Calcined-Clay-Limestone-Based Cementitious Materials - David Martin, Freund Niklas, Dröder Klaus, Lowke Dirk (2023-09)
The Effects of Nozzle-Diameter and Length on the Resulting Strand Properties for Shotcrete 3D Printing - Kazemian Ali, Yuan Xiao, Cochran Evan, Khoshnevis Behrokh (2017-04)
Cementitious Materials for Construction-Scale 3D Printing:
Laboratory Testing of Fresh Printing Mixture - Khan Mohammad, Sanchez Florence, Zhou Hongyu (2020-04)
3D Printing of Concrete:
Beyond Horizons - Kondepudi Kala, Subramaniam Kolluru (2021-02)
Formulation of Alkali-Activated Fly-Ash-Slag Binders for 3D Concrete Printing - Lee Hojae, Kim Jang-Ho, Moon Jae-Heum, Kim Won-Woo et al. (2019-12)
Evaluation of the Mechanical Properties of a 3D Printed Mortar - Panda Biranchi, Tan Ming (2018-03)
Experimental Study on Mix Proportion and Fresh Properties of Fly-Ash-Based Geopolymer for 3D Concrete Printing - Panda Biranchi, Unluer Cise, Tan Ming (2018-10)
Investigation of the Rheology and Strength of Geopolymer Mixtures for Extrusion-Based 3D Printing - Paritala Spandana, Singaram Kailash, Bathina Indira, Khan Mohd et al. (2023-08)
Rheology and Pumpability of Mix Suitable for Extrusion-Based Concrete 3D Printing:
A Review - Paul Suvash, Basit Md, Hasan Noor, Dey Dhrutiman et al. (2023-04)
3D Printing of Geopolymer Mortar:
Overview of the Effect of Mix-Design and Printing Parameters on the Strength - Rehman Atta, Kim Jung-Hoon (2021-07)
3D Concrete Printing:
A Systematic Review of Rheology, Mix Designs, Mechanical, Microstructural, and Durability Characteristics - Rehman Atta, Lee Sang-Min, Kim Jung-Hoon (2020-06)
Use of Municipal Solid-Waste Incineration-Ash in 3D Printable Concrete - Roussel Nicolas (2018-05)
Rheological Requirements for Printable Concretes - Sanjayan Jay, Nematollahi Behzad (2019-02)
3D Concrete Printing for Construction Applications - Tay Yi, Qian Ye, Tan Ming (2019-05)
Printability-Region for 3D Concrete Printing Using Slump- and Slump-Flow-Test - Wangler Timothy, Roussel Nicolas, Bos Freek, Salet Theo et al. (2019-06)
Digital Concrete:
A Review - Wei Ying, Han Song, Chen Ziwei, Lu Jianxian et al. (2024-04)
Numerical Simulation of 3D Concrete Printing Derived from Printer Head and Printing Process - Wu Yiwen, Liu Chao, Liu Huawei, Zhang Zhenzi et al. (2021-07)
Study on the Rheology and Buildability of 3D Printed Concrete with Recycled Coarse Aggregates - Zhang Jingchuan, Wang Jialiang, Dong Sufen, Yu Xun et al. (2019-07)
A Review of the Current Progress and Application of 3D Printed Concrete - Zhang Hongping, Wang Jianhong, Liu Yaling, Zhang Xiaoshuang et al. (2021-11)
Effect of Processing Parameters on the Printing Quality of 3D Printed Composite Cement-Based Materials - Zhong Hui, Zhang Mingzhong (2022-02)
3D Printing Geopolymers:
A Review
0 Citations
BibTeX
@article{sola_foru.2026.ARTMfDtPZoC3P,
author = "Kamesh Solaiappan and M. Reza Foruzanmehr",
title = "A Rheological Test Method for Determining the Printability Zone of Cementitious 3D Printers",
doi = "10.1016/j.jobe.2025.114566",
year = "2026",
journal = "Journal of Building Engineering",
volume = "117",
pages = "114566",
}
Formatted Citation
K. Solaiappan and M. R. Foruzanmehr, “A Rheological Test Method for Determining the Printability Zone of Cementitious 3D Printers”, Journal of Building Engineering, vol. 117, p. 114566, 2026, doi: 10.1016/j.jobe.2025.114566.
Solaiappan, Kamesh, and M. Reza Foruzanmehr. “A Rheological Test Method for Determining the Printability Zone of Cementitious 3D Printers”. Journal of Building Engineering 117 (2026): 114566. https://doi.org/10.1016/j.jobe.2025.114566.