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3D Printed Concrete Beams as Optimised Load Carrying Structural Elements (2023-12)

The Minimass Beam

10.1016/j.istruc.2023.105624

Coward Andy,  Sørensen Jesper
Journal Article - Structures, Vol. 58, No. 105624

Abstract

3D printed concrete structures have not been widely developed outside the realms of compression-only cases such as walls and columns. The Minimass beam is proposed as an approach to design and manufacture beams, which resist bending primarily through axial compression and tension. This is achieved using 3D printing of concrete for compression elements and external steel cable reinforcing for tension elements but without traditional reinforcement in the concrete itself. This paper presents the justification and benefits of such an approach. It also presents a series of load tests on physical prototypes, describing the performance and results. The different failure modes are discussed, with suggestions for improvements and a focus on the outlook for the future.

4 References

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    Structural Behavior of 3D Printed Concrete Beams with Various Reinforcement-Strategies
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12 Citations

  1. Bai Gang, Wang Li, Li Zhijian, Qu Yao et al. (2025-09)
    Integrating Prestress into 3D Printed Ultra-High Performance Concrete Composite Beams for Superior Flexural Performance
  2. Wang Xiaoqi, Liu Xing, Xu Yanling, Cao Jianfu et al. (2025-08)
    A General Adaptive Layer Height Continuous Path Planning Algorithm for Concrete 3D Printing of Complex Porous Structures Based on Multi-Objective Optimization and Reinforcement Learning
  3. Mostert Jean-Pierre, Kruger Jacques (2025-06)
    Improving Shear and Flexural Performance of Macroscale 3D Printed Concrete Beams Through Filament Interlocking
  4. Raza Saim, Sakha Mahsa, Hassan Zohaib, Manshadi Behzad et al. (2025-05)
    Flexural Behavior of Stay-in-Place Load-Bearing 3D-Printed Concrete Formwork for Ribbed Slabs
  5. Hu Xiangcheng, Shazad Qamar, Li Fangyuan (2025-04)
    Influence of the Shear Span Ratio on the Shear Performance of 3D-Printed Concrete Beams Without Web Reinforcement
  6. Salaimanimagudam M., Jayaprakash Jaganathan (2025-04)
    Synergistic Potential of Topology Optimization and Lattice Structures in Concrete 3D Printed Beams
  7. Guan Jingyuan, Wang Li, Huang Yimiao, Ma Guowei (2024-12)
    3D Printed Concrete Composite Slabs Fabricated by Pre-Stressed Reinforced Permanent Formwork:
    Design, Manufacturing, and Performance
  8. Raza Saim, Manshadi Behzad, Sakha Mahsa, Widmann Robert et al. (2024-10)
    Load Transfer Behavior of 3D Printed Concrete Formwork for Ribbed Slabs Under Eccentric Axial Loads
  9. Pfleger Marc-Patrick, Sam Nina, Radl Elisabeth, Vill Markus (2024-09)
    Data-Driven Design-Process and Production of Stress-Optimized Concrete Girders with Integrated Tendons Using 3D Printing
  10. Kreiger Eric, Kreiger Megan, MacAllister Bruce, Wood Tanner et al. (2024-09)
    The Use of Additive Construction in All Structural Components of a Building
  11. Mohamed Ibrahim, Senthil Kumar (2024-05)
    3D Printed Concrete Using Portland-Pozzolana-Cement:
    Fly-Ash-Based
  12. Silveira Marcos, Wagner Juliana, Khanverdi Mohsen, Das Sreekanta (2024-02)
    Structural Performance of Large-Scale 3D Printed Walls Subjected to Axial Compression Load

BibTeX
@article{cowa_sre.2023.3PCBaOLCSE,
  author            = "Andy Coward and Jesper Harrild Sørensen",
  title             = "3D Printed Concrete Beams as Optimised Load Carrying Structural Elements: The Minimass Beam",
  doi               = "10.1016/j.istruc.2023.105624",
  year              = "2023",
  journal           = "Structures",
  volume            = "58",
  pages             = "105624",
}
Formatted Citation

A. Coward and J. H. Sørensen, “3D Printed Concrete Beams as Optimised Load Carrying Structural Elements: The Minimass Beam”, Structures, vol. 58, p. 105624, 2023, doi: 10.1016/j.istruc.2023.105624.

Coward, Andy, and Jesper Harrild Sørensen. “3D Printed Concrete Beams as Optimised Load Carrying Structural Elements: The Minimass Beam”. Structures 58 (2023): 105624. https://doi.org/10.1016/j.istruc.2023.105624.