Characteristics of 3D-printing ultra-high performance fibre-reinforced concrete under impact loading

3D-printing concrete exhibits anisotropy under static loads, owing to its unique additive manufacturing process, while its dynamic performance study is still insufficient. In particular, the dynamic properties of 3D-printing ultra-high performance fibre reinforced concrete (3DP-UHPFRC) have not been studied yet. Therefore, this study explores the characteristics of 3DP-UHPFRC under impact loads using the SHPB tests. Three impact velocities of 3.886, 6.026, and 8.538 m/s were studied in the tests. The impact process was recorded by a highspeed camera. The dynamic mechanical characteristics of 3D-printing ultra-high performance concrete (3DPUHPC) without fibre, 3DP-UHPFRC and reference specimens were investigated in terms of fibre type, fibre content, preparation method, loading direction, and impact velocity. The characteristics of strain rate, dynamic compressive stress, dynamic increase factor (DIF), energy absorption capacity and failure process were evaluated. The findings of this study indicated that the degree of failure of 3DP-UHPC was similar in all directions, while the degree of failure of 3DP-UHPFRC in all directions was different. The degree of failure in the X-direction was the worst, followed in decreasing order by the degrees of failure in the Y-and Z-directions. At the same impact velocity, the elastic modulus and strain rate effect of the 3D-printing specimens exhibited anisotropic characteristics, owing to the different elastic modulus of the 3D-printing specimens in each direction. Furthermore, the specimens were more susceptible to deformation in the X-direction than that in the Y-and Z-directions. As the impact velocity was increased, the dynamic peak stresses for 3DP-UHPFRC were isotropic at the same impact velocity, owing to the strain rate effect. Finally, the DIF of the 3D-printing specimens was observed to be anisotropic, and in the X-direction the specimens exhibited the most significant strain rate sensitivity.

Automated summary

This study investigates the characteristics of 3D-printing ultra-high performance fibre reinforced concrete (3DP-UHPFRC) under impact loads using the SHPB tests. The findings show that the failure degree of 3DP-UHPFRC varies in different directions, with the worst degree of failure in the X-direction. The elastic modulus and strain rate effect of 3D-printing specimens exhibit anisotropic characteristics, with the X-direction being more susceptible to deformation. Increasing the impact velocity results in isotropic dynamic peak stresses for 3DP-UHPFRC. Furthermore, the dynamic increase factor (DIF) of the 3D-printing specimens is observed to be anisotropic, with the X-direction exhibiting the most significant strain rate sensitivity.