Journal
ENGINEERING STRUCTURES
Volume 294, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2023.116578
Keywords
Fiber-reinforced polymer (FRP); 3D concrete printing; FRP grid; Flexural behavior; High -performance concrete (HPC)
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This study proposes the use of flexible fiber-reinforced polymer (FRP) grid as reinforcement for 3D printed high-performance concrete (HPC) plates. Twelve plates were tested to investigate the effects of loading direction and fabrication type on the flexural behavior of FRP grid reinforced HPC plates. The results show that the performance of 3D printed HPC plates can be significantly improved with FRP grid reinforcement.
High-performance concrete (HPC) has become increasing popular in structural engineering. Capitalizing the advanced construction technology of 3D concrete printing (3DCP) and merits of HPC, structures with various profiles could be designed and constructed easily. As the mechanical properties of 3D printed concrete may be worse than the corresponding concrete cast by the conventional technology, this study proposes to evolve flexible fiber-reinforced polymer (FRP) grid as reinforcement for 3D printed HPC plates. Twelve plates were tested to explore the effects of the loading direction and fabrication type on the flexural behavior of FRP grid reinforced HPC plates. The results showed that the performance of the 3D printed HPC plates can be considerably enhanced owning to the FRP grid reinforcement. Additionally, the & mu;CT-scanned images show that the pores between deposition layers were elongated due to the movement of the nozzle during printing, and the pores were stretched in the printing direction. The flexible FRP reinforcement may allow 3D printing of FRP reinforced concrete elements in the future.
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