Approach and Main Results (2025-06)¶
, , , , , , , , , , , , , ,
Journal Article - Materials and Structures, Vol. 58, Iss. 5
Abstract
To show compliance to structural engineering codes and implement quality control measures, it is critical to obtain reliable mechanical properties of the materials in question. For conventional cast and precast concrete, the experimental procedures and relationships between mechanical properties, the material composition, and the production methods are globally known, but for 3D concrete printing (3DCP), these relations have not yet been established. Previous studies have shown little consistency in results, and the underlying experimental methods have not been established broadly. There is an urgent need to address these issues as the application of 3DCP in practice projects is growing rapidly. Therefore, RILEM TC 304-ADC: Assessment of Additively Manufactured Concrete Materials and Structures has set up a large interlaboratory study into the mechanical properties of 3D printed concrete. This paper presents key elements of the experimental approach detailed in the Study Plan and the supporting considerations. Furthermore, it reports on the response, consisting of 34 contributions from 30 laboratories, detailing global coverage, properties of the applied mixture designs and characteristics of the printing facilities that have been used. Subsequently, some fundamental results from compression, flexural, and E-modulus testing are presented and—considering cast specimens as a reference—discussed. On average, a reduction in strength was found in compression and E-modulus (all tested orientations). For flexure, on the other hand, an increase was found in two testing orientations, while a decrease was observed in the third orientation. Importantly, even though the applied experimental methods were found to be reasonably appropriate to obtain the required data, the differences found between individual contributions are significant and sometimes non-consistent, suggesting that testing on specific material-facility combinations is necessary to reliably determine the mechanical properties of objects produced from them. Furthermore, a theoretical framework needs to be developed to further explain the variations that were observed. Extensive analyses of all acquired data are out of the scope of this contribution, but presented in two associated papers, whereas a third presents the data management approach used to process the approximately 5,000 test results.
¶
13 References
- Bischof Patrick, Mata-Falcón Jaime, Kaufmann Walter (2022-08)
Fostering Innovative and Sustainable Mass-Market Construction Using Digital Fabrication with Concrete - Bos Freek, Menna Costantino, Pradena Mauricio, Kreiger Eric et al. (2022-03)
The Realities of Additively Manufactured Concrete Structures in Practice - Bos Freek, Wolfs Robert, Salet Theo (2020-06)
CCR Digital Concrete 2020 SI:
Editorial - Buchli Jonas, Giftthaler Markus, Kumar Nitish, Lussi Manuel et al. (2018-07)
Digital In-Situ Fabrication:
Challenges and Opportunities for Robotic In-Situ Fabrication in Architecture, Construction, and Beyond - Buswell Richard, Silva Wilson, Bos Freek, Schipper Roel et al. (2020-05)
A Process Classification Framework for Defining and Describing Digital Fabrication with Concrete - Flatt Robert, Wangler Timothy (2022-05)
On Sustainability and Digital Fabrication with Concrete - Le Thanh, Austin Simon, Lim Sungwoo, Buswell Richard et al. (2012-01)
Hardened Properties of High-Performance Printing Concrete - Ma Guowei, Buswell Richard, Silva Wilson, Wang Li et al. (2022-03)
Technology Readiness:
A Global Snapshot of 3D Concrete Printing and the Frontiers for Development - Mechtcherine Viktor, Tittelboom Kim, Kazemian Ali, Kreiger Eric et al. (2022-04)
A Roadmap for Quality-Control of Hardening and Hardened Printed Concrete - Nerella Venkatesh, Hempel Simone, Mechtcherine Viktor (2019-02)
Effects of Layer-Interface Properties on Mechanical Performance of Concrete Elements Produced by Extrusion-Based 3D Printing - Rubin Ariane, Quintanilha Lucas, Repette Wellington (2022-11)
Influence of Structuration-Rate, with Hydration-Accelerating Admixture, on the Physical and Mechanical Properties of Concrete for 3D Printing - Tuvayanond Wiput, Prasittisopin Lapyote (2023-02)
Design for Manufacture and Assembly of Digital Fabrication and Additive Manufacturing in Construction:
A Review - Wolfs Robert, Bos Freek, Salet Theo (2019-03)
Hardened Properties of 3D Printed Concrete:
The Influence of Process Parameters on Inter-Layer Adhesion
5 Citations
- Costa Gabriel, Maas Pyetra, Doerner Gabriel, Nazário Samara et al. (2026-01)
Reducing the Cement Content in 3D Concrete Printing Mixtures Through Porcelain Polishing Residue Incorporation - Deetman Arjen, Bos Derk, Lucas Sandra, Salet Theo et al. (2025-12)
A Database Framework for 3D Concrete Printing - Giulivo Marco, Capozzi Vittorio, Menna Costantino (2025-10)
Experimental and Analytical Assessment of the in-Plane Behaviour of 3D Printed Concrete Walls Subjected to Cyclic Loads - Teng Fei, Yang Minxin, Yu Jie, Weng Yiwei et al. (2025-10)
Multi-Material 3D Concrete Printing:
Automated Hybrid Reinforcements Using Textile and Strain-Hardening Cementitious Composites - Mostert Jean-Pierre, Kruger Jacques (2025-07)
Reducing Anisotropic Behaviour of 3D Printed Concrete Through Interlocked Filaments
BibTeX
@article{bos_menn_robe_wolf.2025.AaMR,
author = "Freek Paul Bos and Costantino Menna and Annika Robens-Radermacher and Robert Johannes Maria Wolfs and Nicolas Roussel and Hélène Lombois-Burger and Bilal Baz and Daniel Weger and Behzad Nematollahi and Manu Santhanam and Yamei Zhang and Shantanu Bhattacherjee and Zijian Jia and Yu Chen and Viktor Mechtcherine",
title = "Approach and Main Results: Mechanical Properties of 3D Printed Concrete",
doi = "10.1617/s11527-025-02686-x",
year = "2025",
journal = "Materials and Structures",
volume = "58",
number = "5",
}
Formatted Citation
F. P. Bos, “Approach and Main Results: Mechanical Properties of 3D Printed Concrete”, Materials and Structures, vol. 58, no. 5, 2025, doi: 10.1617/s11527-025-02686-x.
Bos, Freek Paul, Costantino Menna, Annika Robens-Radermacher, Robert Johannes Maria Wolfs, Nicolas Roussel, Hélène Lombois-Burger, Bilal Baz, et al.. “Approach and Main Results: Mechanical Properties of 3D Printed Concrete”. Materials and Structures 58, no. 5 (2025). https://doi.org/10.1617/s11527-025-02686-x.