Nature-inspired approach for enhancing the fracture performance of 3D printed strain-hardening cementitious composites (3DP-SHCC)

被引:0
|
作者
Du, Guoqiang [1 ]
Sun, Yan [1 ]
Qian, Ye [1 ]
机构
[1] Univ Hong Kong, Dept Civil Engn, Pokfulam Rd, Hong Kong, Peoples R China
关键词
3D concrete printing; Strain-hardening cementitious composites (SHCC); Engineered cementitious composites (ECC); Nature-inspired; Bouligand structures; Fracture behavior; CONCRETE;
D O I
10.1016/j.engstruct.2024.119074
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
3D printing technology enhances design flexibility, enables the creation of complex geometrical structures, facilitates rapid prototyping, and allows the fabrication of micro- and macroscopic structures. This study investigates the use of 3D concrete printing to create Bouligand structures inspired by mantis shrimp. Bouligandprinted strain-hardening cementitious composites (SHCC) with different pitch angles (15 degrees, 30 degrees, 45 degrees, 60 degrees, 75 degrees, and 90 degrees) are fabricated and compared with traditional parallel-printed and mold-cast SHCC. The fracture behavior of these specimens is investigated through three-point bending tests on notched beams. The results reveal that Bouligand-printed specimens exhibit enhanced flexural strength, fracture energy, and fracture toughness, ranging from 0.97 to 1.29 times, 0.99 to 1.63 times and 0.87 to 1.47 times that of the mold-cast specimens, respectively. Bouligand-printed specimens with a pitch angle of 30 degrees exhibits the highest flexural strength, fracture energy, and fracture toughness. The Bouligand-printed SHCC enhance toughness through the synergistic effects of crack twisting and bridging. A finite element model integrating cohesive elements with the concrete plastic damage model is developed to numerically replicate the experimental process. This study highlights the potential of 3D concrete printing for the fabrication of biomimetic concrete structures with superior fracture performance.
引用
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页数:17
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