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Bio-Inspired Bouligand Architectures Enable Biaxial Toughening and Programmable Energy Dissipation in 3D-Printed Strain-Hardening Cementitious Composites (2026-03)

10.1016/j.cemconcomp.2026.106597

 Li Shiping,  Sun Yan, Zhang Daxu, Chen Wujun, Yang Jian, Yu Xiaoniu,  Chen Yu,  Qian Ye
Journal Article - Cement and Concrete Composites, No. 106597

Abstract

Despite continuous advances in concrete technology, its inherently low tensile strength and brittle fracture characteristics have long restricted its application to compression-dominated design paradigms. Robotic additive manufacturing (RAM), endowed with geometric programmability and meso-architected control, enables precise fiber alignment along deposition trajectories, thereby offering an unprecedented opportunity to transcend this long-standing limitation. Yet, the inevitable emergence of weak deposition interfaces unveils a critical, unresolved mechanistic incongruity between the continuity-centered material principle of cementitious systems and meso-architected functionality toward intelligent construction. This study introduces a process–structure–material integrated design strategy based on programmable robotic deposition, embedding the bouligand-inspired helicoidal sequence—unattainable through conventional casting—into 3D-printed strain-hardening cementitious composites (3DP-SHCC). Biaxial flexural tests reveal that the bouligand architecture reconfigures interfacial deformation and stress redistribution, thereby enhancing toughness and energy dissipation. Compared with its parallel-printed counterpart, the bouligand-architected specimen exhibits markedly higher flexural strength and energy dissipation, indicating a pronounced architecture-enabled enhancement in strength–toughness performance without altering the material composition or mix design. This work transforms weak deposition interfaces from intrinsic defects into programmable dissipation channels, demonstrating the potential of mesoscale architectural design to enhance energy dissipation in cementitious composites fabricated via RAM, and advancing digital construction strategies—from passive defect mitigation toward bio-inspired mesoscale architectures with programmable functionalities.

15 References

  1. Ahmed Ghafur (2023-01)
    A Review of 3D Concrete Printing:
    Materials and Process Characterization, Economic Considerations and Environmental Sustainability
  2. Chen Wenguang, Ye Junhong, Jiang Fangming, Fediuk Roman et al. (2024-05)
    Printability Region for 3D Printable Engineered Cementitious Composites
  3. Li Shiping, Sun Yan, Qian Ye, Chen Wujun et al. (2025-08)
    Bio-Inspired Bouligand Architectures for Enhanced Flexural Performance in 3D-Printed Strain-Hardening Cementitious Composites (3DP-SHCC)
  4. Ma Lei, Zhang Qing, Lombois-Burger Hélène, Jia Zijian et al. (2022-09)
    Pore-Structure, Internal Relative Humidity, and Fiber-Orientation of 3D Printed Concrete with Polypropylene-Fiber and Their Relation with Shrinkage
  5. Pang Zhiming, Lu Cong, Li Baoshan, Wang Jiajie (2023-02)
    A Multi-Scale Model for Quantifying Fiber-Orientation Effects on the Tensile Properties of 3D Printed Engineered Cementitious Composites
  6. Plessis Anton, Babafemi Adewumi, Paul Suvash, Panda Biranchi et al. (2020-12)
    Biomimicry for 3D Concrete Printing:
    A Review and Perspective
  7. Prihar Arjun, Gupta Shashank, Esmaeeli Hadi, Moini Mohamadreza (2024-08)
    Tough Double-Bouligand Architected Concrete Enabled by Robotic Additive Manufacturing
  8. Qaidi Shaker, Yahia Ammar, Tayeh B., Unis H. et al. (2022-10)
    3D Printed Geopolymer Composites:
    A Review
  9. Xu Nuoyan, Qian Ye, Yu Jing, Leung Christopher (2022-05)
    Tensile Performance of 3D Printed Strain-Hardening Cementitious Composites Considering Material-Parameters, Nozzle-Size and Printing-Pattern
  10. Ye Huzi, He Qianpeng, Ping Pengxin, Pan Jinlong et al. (2025-06)
    Anisotropic Flexural Behavior and Energy Absorption of 3D Printed Engineered Cementitious Composites (3DP-ECC) Beams Under Low-Velocity Impact
  11. Yu Kequan, McGee Wesley, Ng Tsz, Zhu He et al. (2021-02)
    3D Printable Engineered Cementitious Composites:
    Fresh and Hardened Properties
  12. Yu Kun-Hao, Teng Teng, Nah So, Chai Hua et al. (2025-05)
    3D Concrete Printing of Triply Periodic Minimum Surfaces for Enhanced Carbon Capture and Storage
  13. Zhang Jingchuan, Wang Jialiang, Dong Sufen, Yu Xun et al. (2019-07)
    A Review of the Current Progress and Application of 3D Printed Concrete
  14. Zhou Wen, McGee Wesley, Zhu He, Gökçe H. et al. (2022-08)
    Time-Dependent Fresh Properties Characterization of 3D Printing Engineered Cementitious Composites:
    On the Evaluation of Buildability
  15. Zhou Wen, Zhang Yamei, Ma Lei, Li Victor (2022-04)
    Influence of Printing Parameters on 3D Printing Engineered Cementitious Composites

0 Citations

BibTeX
@article{li_sun_zhan_chen.2026.BIBAEBTaPEDi3PSHCC,
  author            = "Shiping Li and Yan Sun and Daxu Zhang and Wujun Chen and Jian Yang and Xiaoniu Yu and Yu Chen and Ye Qian",
  title             = "Bio-Inspired Bouligand Architectures Enable Biaxial Toughening and Programmable Energy Dissipation in 3D-Printed Strain-Hardening Cementitious Composites",
  doi               = "10.1016/j.cemconcomp.2026.106597",
  year              = "2026",
  journal           = "Cement and Concrete Composites",
  pages             = "106597",
}
Formatted Citation

S. Li, “Bio-Inspired Bouligand Architectures Enable Biaxial Toughening and Programmable Energy Dissipation in 3D-Printed Strain-Hardening Cementitious Composites”, Cement and Concrete Composites, p. 106597, 2026, doi: 10.1016/j.cemconcomp.2026.106597.

Li, Shiping, Yan Sun, Daxu Zhang, Wujun Chen, Jian Yang, Xiaoniu Yu, Yu Chen, and Ye Qian. “Bio-Inspired Bouligand Architectures Enable Biaxial Toughening and Programmable Energy Dissipation in 3D-Printed Strain-Hardening Cementitious Composites”. Cement and Concrete Composites, 2026, 106597. https://doi.org/10.1016/j.cemconcomp.2026.106597.