Towards the Application of Mesostructures in 3D Concrete Printing (2024-01)¶
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Journal Article - Nordic Concrete Research, Vol. 69, Iss. 2, pp. 87-100
Abstract
In concrete structures, material performance is typically determined at the level of the concrete mix (the microscale) and the overall shape and dimensions of a building element (the macroscale). However, recent developments in the field of 3D Concrete Printing (3DCP) are demonstrating that the design of concrete now also can take place at a previously impossible intermediate scale involving the shaping and placement of the material at the level of the printing nozzle (the mesoscale). By focusing directly on the design of print paths, advanced surface effects and internal porous material distributions can be achieved that significantly affect the aesthetic experience and structural performance of 3DCP structures. This ability to design the distribution of concrete according to local architectural, structural, and functional design criteria is an especially interesting application of 3DCP that could be exploited to customise material performance while at the same time optimising material use and reducing the self-weight of building elements. This paper specifically examines how four different three-dimensional print patterns produce distinct material structures at the mesoscale (mesostructures) and presents an experimental procedure for evaluating their load-bearing capacity.
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12 References
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6 Citations
- Zhang Bo, Tao Yaxin, Zhang Yi, Shields Yasmina et al. (2025-05)
Mechanical Properties of 3D Printed Concrete with 2D Infill Patterns Including Print Path Crossings - Zhang Bo, Corte Wouter, Ooms Ticho, Wan-Wendner Roman (2025-05)
Mechanical Properties of Particle-Bed 3D Printed Concrete Infill Patterns - Vargas José, Westerlind Helena, Breseghello Luca, Silfwerbrand Johan (2025-03)
Design of Porous Structures in 3D Concrete Printing Using Procedural Print Patterns - Vargas José, Westerlind Helena, Breseghello Luca, Silfwerbrand Johan (2025-03)
Design of Porous Structures in 3D Concrete Printing Using Procedural Print Patterns - Zhang Bo, Zhang Yi, Ye Yihang, Hao Lulu et al. (2025-02)
Influence of Contacts in 2D Infill Patterns on Mechanical Properties of 3D Printed Concrete Structures - Kamhawi Abdallah, Meibodi Mania (2024-09)
Techniques and Strategies in Extrusion-Based 3D Concrete Printing of Complex Components to Prevent Premature Failure
BibTeX
@article{west_varg_silf.2023.TtAoMi3CP,
author = "Helena Westerlind and José Hernández Vargas and Johan Silfwerbrand",
title = "Towards the Application of Mesostructures in 3D Concrete Printing: Evaluating Load-bearing Performance",
doi = "10.2478/ncr-2023-0011",
year = "2023",
journal = "Nordic Concrete Research",
volume = "69",
number = "2",
pages = "87--100",
}
Formatted Citation
H. Westerlind, J. H. Vargas and J. Silfwerbrand, “Towards the Application of Mesostructures in 3D Concrete Printing: Evaluating Load-bearing Performance”, Nordic Concrete Research, vol. 69, no. 2, pp. 87–100, 2023, doi: 10.2478/ncr-2023-0011.
Westerlind, Helena, José Hernández Vargas, and Johan Silfwerbrand. “Towards the Application of Mesostructures in 3D Concrete Printing: Evaluating Load-bearing Performance”. Nordic Concrete Research 69, no. 2 (2023): 87–100. https://doi.org/10.2478/ncr-2023-0011.