Consistency of Mechanical Properties of 3D Printed Strain-Hardening Cementitious Composites Within One Printing System (2022-06)¶
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Contribution - Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication, pp. 145-151
Abstract
Previous research has shown that the material properties of a threedimensional printed strain hardening cementitious composite (3DP-SHCC) can significantly vary, depending on the printing system with which it is produced. However, limited research has been performed on the reproducibility of hardened mechanical properties under identical printing conditions. In this study, the consistency ofhardened properties, including compressive strength, flexural strength and deflection, and tensile strength and strain, was tested frommaterials printed during three separate but identical printing sessions. The research shows that with 3DP-SHCC, significant variations in mechanical properties between printing sessions can be expected.
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6 References
- Figueiredo Stefan, Overmeir Anne, Nefs Karsten, Schlangen Erik et al. (2020-07)
Quality-Assessment of Printable Strain-Hardening Cementitious Composites Manufactured in Two Different Printing Facilities - Figueiredo Stefan, Rodríguez Claudia, Ahmed Zeeshan, Bos Derk et al. (2019-03)
An Approach to Develop Printable Strain-Hardening Cementitious Composites - Figueiredo Stefan, Rodríguez Claudia, Ahmed Zeeshan, Bos Derk et al. (2020-05)
Mechanical Behavior of Printed Strain-Hardening Cementitious Composites - Ogura Hiroki, Nerella Venkatesh, Mechtcherine Viktor (2018-08)
Developing and Testing of Strain-Hardening Cement-Based Composites (SHCC) in the Context of 3D Printing - Overmeir Anne, Figueiredo Stefan, Šavija Branko, Bos Freek et al. (2022-02)
Design and Analyses of Printable Strain-Hardening Cementitious Composites with Optimized Particle-Size-Distribution - Wolfs Robert, Bos Freek, Salet Theo (2018-02)
Early-Age Mechanical Behaviour of 3D Printed Concrete:
Numerical Modelling and Experimental Testing
4 Citations
- Chen Wenguang, Yu Jie, Ye Junhong, Yu Jiangtao et al. (2025-11)
3D Printed High-Performance Fiber-Reinforced Cementitious Composites:
Fresh, Mechanical, and Microstructural Properties - Nefs Karsten, Kroon Kim, Sloots Joes, Bos Freek et al. (2024-03)
Orientation-Dependency of 3D Printed SHCC at Increasing Length Scale - Dulaj Albanela, Salet Theo, Lucas Sandra (2024-01)
A Study of the Effects of MWCNTs on the Fresh and Hardened State Properties of 3D Printable Concrete - Hass Lauri, Nefs Karsten, Bos Freek, Salet Theo (2023-10)
Application Potential of Combining Strain-Hardening Cementitious Composites and Helical Reinforcement for 3D Concrete Printed Structures:
Case Study of a Spiral Staircase
BibTeX
@inproceedings{nefs_over_sale_suik.2022.CoMPo3PSHCCWOPS,
author = "Karsten Nefs and Anne Linde van Overmeir and Theo A. M. Salet and Akke S. J. Suiker and Branko Šavija and Erik Schlangen and Freek Paul Bos",
title = "Consistency of Mechanical Properties of 3D Printed Strain-Hardening Cementitious Composites Within One Printing System",
doi = "10.1007/978-3-031-06116-5_22",
year = "2022",
volume = "37",
pages = "145--151",
booktitle = "Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2022",
editor = "Richard A. Buswell and Ana Blanco and Sergio Cavalaro and Peter Kinnell",
}
Formatted Citation
K. Nefs, “Consistency of Mechanical Properties of 3D Printed Strain-Hardening Cementitious Composites Within One Printing System”, in Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2022, 2022, vol. 37, pp. 145–151. doi: 10.1007/978-3-031-06116-5_22.
Nefs, Karsten, Anne Linde van Overmeir, Theo A. M. Salet, Akke S. J. Suiker, Branko Šavija, Erik Schlangen, and Freek Paul Bos. “Consistency of Mechanical Properties of 3D Printed Strain-Hardening Cementitious Composites Within One Printing System”. In Proceedings of the 3rd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2022, edited by Richard A. Buswell, Ana Blanco, Sergio Cavalaro, and Peter Kinnell, 37:145–51, 2022. https://doi.org/10.1007/978-3-031-06116-5_22.