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Inter-Layer Effect on Fracture Behavior of 3D Printing Concrete (2020-07)

10.1007/978-3-030-49916-7_55

Wu Yun-Chen, Cotrell Jason,  Li Mo
Contribution - Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication, pp. 537-546

Abstract

Concrete additive manufacturing, also known as concrete 3D printing, opens new opportunities in the construction industry and architectural design. The layer-by-layer additive manufacture process introduces printing filaments and interlayers into the concrete components. How this new manufacturing process affects the fracture behavior of 3D printed concrete components has not been well understood. In this study, we characterized the fracture behavior of 3D printing concrete at printing interlayers in comparison with printing filaments. 3D printing concrete specimens containing notches at interlayer or filament locations were loaded in a servo-controlled testing system with closed-loop control through a high-resolution digital image correlation system that measures crack opening displacement and crack extension during loading. The plane-strain fracture toughness and critical effective crack length at the interlayer and the filament were experimentally determined. The results revealed that fracture toughness at the interlayer was 20–26% lower than at the filament. This indicates that compared with filaments, the interlayers under stress are more sensitive to defects and imperfections that can cause crack propagation and fracture failure. The results are important for understanding the effect of the 3D printing manufacturing process on the mechanical behavior of concrete components, paving the way for more rational analysis and design of highly loaded structures made of 3D printed concrete.

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6 Citations

  1. Li Mo, Wu Yun-Chen, Wang Xinbo (2025-04)
    Fracture Behavior of Additively Manufactured Cementitious Materials
  2. Chen Baixi, Zhao Xueqi, Qian Xiaoping (2024-09)
    Voxel-Based Path-Driven 3D Concrete Printing Process Simulation Framework Embedding Inter-Layer Behavior
  3. Ghosh Debalina, Anleu Paula, Pape Yann, Ma Zhonggoue (2023-07)
    Effect of Inter-Layer-Time-Lapse and Workability-Retention on Printed Concrete Performance
  4. Jones Kathryn, Li Mo (2023-06)
    Life Cycle Assessment of Ultra-Tall Wind Turbine Towers Comparing Concrete Additive Manufacturing to Conventional Manufacturing
  5. Wu Yun-Chen, Li Mo (2022-09)
    Effects of Early-Age Rheology and Printing Time Interval on Late-Age Fracture Characteristics of 3D Printed Concrete
  6. Rodriguez Fabian, Lopez Cristian, Wang Yu, Olek Jan et al. (2022-06)
    Evaluation of Durability of 3D Printed Cementitious Materials for Potential Applications in Structures Exposed to Marine Environments

BibTeX
@inproceedings{wu_cotr_li.2020.ILEoFBo3PC,
  author            = "Yun-Chen Wu and Jason Cotrell and Mo Li",
  title             = "Inter-Layer Effect on Fracture Behavior of 3D Printing Concrete",
  doi               = "10.1007/978-3-030-49916-7_55",
  year              = "2020",
  volume            = "28",
  pages             = "537--546",
  booktitle         = "Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2020",
  editor            = "Freek Paul Bos and Sandra Simaria de Oliveira Lucas and Robert Johannes Maria Wolfs and Theo A. M. Salet",
}
Formatted Citation

Y.-C. Wu, J. Cotrell and M. Li, “Inter-Layer Effect on Fracture Behavior of 3D Printing Concrete”, in Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2020, 2020, vol. 28, pp. 537–546. doi: 10.1007/978-3-030-49916-7_55.

Wu, Yun-Chen, Jason Cotrell, and Mo Li. “Inter-Layer Effect on Fracture Behavior of 3D Printing Concrete”. In Proceedings of the 2nd RILEM International Conference on Concrete and Digital Fabrication: Digital Concrete 2020, edited by Freek Paul Bos, Sandra Simaria de Oliveira Lucas, Robert Johannes Maria Wolfs, and Theo A. M. Salet, 28:537–46, 2020. https://doi.org/10.1007/978-3-030-49916-7_55.