Pore Structure and Mechanical Properties of 3D Printed Fiber-Reinforced Concrete with Recycled Aggregate
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1.College of Civil Engineering, Tongji University, Shanghai 200092, China;2.School of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China;3.School of Civil Engineering and Architecture, Suqian University, Suqian 223800, China;4.China Construction Eighth Engineering Bureau Co., Ltd.,Shanghai 200122, China;5.Shanghai Pudong Environmental Protection Development Co., Ltd., Shanghai 200127, China

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TU375

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    Abstract:

    The mechanical properties of 3D printed fiber-reinforced concrete with recycled aggregate show significant anisotropy, which is closely related to meso-pore structure and interface region. Based on the visualization analysis of 3D printing concrete samples by computed tomography(CT), the porosity of 3D printed recycled concrete samples is ellipsoidal. The average pore compactness of 3D printed recycled concrete is significantly lower than that of mold-casted samples. The addition of polyethylene fiber and basalt fiber leads to the decrease of the mean compactness. Meanwhile, the ratio of pore length and Z-axis in 3D printed recycled concrete samples is as high as 58.0 % at orientations between 60°to 90°, which is much higher than that of mold-casted samples with the same mixture. Fiber addition also affects the pore orientation of 3D printed recycled concrete. The pore in the vertical to Z axis has increased for polyethylene fiber 3D printing recycled concrete specimens, while that has decreased for basalt fiber 3D printing recycled concrete specimens.

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HAN Nv, XIAO Jiangzhuang, LV Zhenyuan, CHEN Weihua. Pore Structure and Mechanical Properties of 3D Printed Fiber-Reinforced Concrete with Recycled Aggregate[J].同济大学学报(自然科学版),2024,52(12):1834~1842

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History
  • Received:January 15,2023
  • Revised:
  • Adopted:
  • Online: January 03,2025
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