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Numerical Study of the Interfaces of 3D Printed Concrete Using Discrete Element Method (2019-05)

10.1002/mawe.201800188

Valle‐Pello P.,  Álvarez‐Rabanal Felipe, Alonso‐Martínez M., del Coz Díaz J.
Journal Article - Materials Today Communications, Vol. 50, Iss. 5, pp. 629-634

Abstract

3D concrete printing is an additive manufacturing method which reduces the time and improves the efficiency of the construction process. Structural behavior of printed elements is strongly influenced by the properties of the material and the interface surfaces. The printing process creates interface surfaces between layers in the horizontal and vertical directions. The bond strength between layers is the most critical property of printed elements. In this paper, the structural behavior of printed elements is studied using the discrete element method. The material is modelled using discrete particles with bonding between them. A new discrete model of a multilayer geometry is presented to study the behavior of the interfaces of printed concrete. The layers are made up of randomly placed particles to simulate the heterogeneous nature of concrete. The numerical model is developed to simulate the flexural behavior of multilayer specimens. A four-point flexural test is simulated considering the interface surfaces between layers. This numerical model provides relevant results to improve the behavior of this kind of structural elements. The aim of this work is to provide a discrete element model to predict the mechanical behavior of 3D concrete printed components.

3 References

  1. Bos Freek, Wolfs Robert, Ahmed Zeeshan, Salet Theo (2016-08)
    Additive Manufacturing of Concrete in Construction:
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  2. Le Thanh, Austin Simon, Lim Sungwoo, Buswell Richard et al. (2012-01)
    Hardened Properties of High-Performance Printing Concrete
  3. Zareiyan Babak, Khoshnevis Behrokh (2017-08)
    Effects of Interlocking on Inter-Layer Adhesion and Strength of Structures in 3D Printing of Concrete

14 Citations

  1. Telichko Victor, Slavcheva Galina, Levchenko Artem (2025-12)
    Experimentally Verified FE Model of Bending Reinforced 3D-Printed Concrete Elements
  2. Mostert Jean-Pierre, Kruger Jacques (2025-10)
    Numerically Optimised Filament Surface Topology Towards Maximum Bond Strength in 3D Printed Concrete
  3. Keller Petr, Mendřický Radomír (2025-09)
    Analysis of Object Deformations Printed by Additive Manufacturing from Concrete Mixtures over Time
  4. Bayrak Alper, Shaban Nefize, Sarıtaş Afsin, Meral Akgul Cagla (2025-07)
    A Semi-Empirical Framework for Modeling Anisotropy, Spatial Variation and Failure Mechanisms in 3D Printed Concrete
  5. Yao Jiaxu, Luo Jie, Qiu Minghong, Nagai Kohei (2025-06)
    Mesoscale Modeling of Anisotropic Compressive Behavior and Pull-Out Performance of 3D Printed Concrete with Steel Bars Using 3D RBSM
  6. Álvarez-Fernández Martina, Guerrero-Miguel Diego-José, González-Nicieza Celestino, Prendes-Gero María et al. (2025-06)
    Mortars with Mining Tailings Aggregates:
    Implications for Additive Manufacturing
  7. Ayhan Bahar, Irizarry Elmer, Lale Erol, Yu Ke et al. (2025-04)
    Numerical Simulation of 3D Printed Ultra High-Performance Concrete Using the Lattice Discrete Particle Model
  8. Baktheer Abedulgader, Claßen Martin (2024-07)
    A Review of Recent Trends and Challenges in Numerical Modeling of the Anisotropic Behavior of Hardened 3D Printed Concrete
  9. Du Guoqiang, Qian Ye (2024-05)
    Effects of Printing-Patterns and Loading-Directions on Fracture Behavior of 3D Printed Strain-Hardening Cementitious Composites
  10. Ding Tao, Xiao Jianzhuang, Mechtcherine Viktor (2023-05)
    Microstructure and Mechanical Properties of Inter-Layer Regions in Extrusion-Based 3D Printed Concrete:
    A Critical Review
  11. Kruger Jacques, Westhuizen Jean-Pierré (2023-03)
    Investigating the Poisson Ratio of 3D Printed Concrete
  12. Heever Marchant, Plessis Anton, Bester Frederick, Kruger Jacques et al. (2022-02)
    A Mechanistic Evaluation Relating Microstructural Morphology to a Modified Mohr-Griffith Compression-Shear Constitutive-Model for 3D Printed Concrete
  13. Heever Marchant, Bester Frederick, Kruger Jacques, Zijl Gideon (2021-12)
    Numerical Modelling-Strategies for Reinforced 3D Concrete Printed Elements
  14. Schuldt Steven, Jagoda Jeneé, Hoisington Andrew, Delorit Justin (2021-03)
    A Systematic Review and Analysis of the Viability of 3D Printed Construction in Remote Environments

BibTeX
@article{vall_alva_alon_coz.2019.NSotIo3PCUDEM,
  author            = "P. Valle‐Pello and Felipe Pedro Álvarez‐Rabanal and M. Alonso‐Martínez and J. J. del Coz Díaz",
  title             = "Numerical Study of the Interfaces of 3D Printed Concrete Using Discrete Element Method",
  doi               = "10.1002/mawe.201800188",
  year              = "2019",
  journal           = "Materials Today Communications",
  volume            = "50",
  number            = "5",
  pages             = "629--634",
}
Formatted Citation

P. Valle‐Pello, F. P. Álvarez‐Rabanal, M. Alonso‐Martínez and J. J. del Coz Díaz, “Numerical Study of the Interfaces of 3D Printed Concrete Using Discrete Element Method”, Materials Today Communications, vol. 50, no. 5, pp. 629–634, 2019, doi: 10.1002/mawe.201800188.

Valle‐Pello, P., Felipe Pedro Álvarez‐Rabanal, M. Alonso‐Martínez, and J. J. del Coz Díaz. “Numerical Study of the Interfaces of 3D Printed Concrete Using Discrete Element Method”. Materials Today Communications 50, no. 5 (2019): 629–34. https://doi.org/10.1002/mawe.201800188.