Improving flexural characteristics of 3D printed geopolymer composites with in-process steel cable reinforcement

By Jian Hui Lim, Biranchi Narayan Panda, Quang-Cuong Pham. Construction and Building Materials, 2018

220 citations recorded by the source corpus.

Abstract 3D concrete printing has recently become the subject of very rapidly growing research activities all over the world. An obstacle to develop 3D concrete has been the lack of tensile strength and therefore, limiting the printed component for structural application. This can be partly solved by designing fiber reinforced concrete or concrete with in-process embedded steel reinforcement. This article presents our first findings of using a steel cable reinforcing nozzle which can directly entrain continuous steel cable inside any extrudable mortar (e.g geopolymer), thus creating a hybrid reinforcement, that will improve flexural strength and ductility of the geopolymer composite. We have tested different cable reinforcements and compared their performance based on 4-point bending test. From experimental results, it was found that steel cables can provide a suitable reinforcement and hence improve the flexural strength of 3D printed concrete by 290%. Further research into optimal reinforcement placement, configuration and reinforcement material is recommended.

Subfields: Automotive Engineering, Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/7b33ee60f30ac199e030eb66ab5f8a552bd67e07

How researchers see this paper

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In Automotive Engineering

  1. Biranchi Narayan Panda
  2. C. Unluer
  3. M. Tan
  4. S. Ruan
  5. Jianzhuang Xiao
  6. Z. Duan
  7. Shaodan Hou
  8. Jun Ye

In Building and Construction

  1. Jianzhuang Xiao
  2. Biranchi Narayan Panda
  3. C. Unluer
  4. Z. Duan
  5. M. Tan
  6. S. Ruan
  7. Shaodan Hou
  8. Jun Ye

In Civil and Structural Engineering

  1. Z. Duan
  2. Biranchi Narayan Panda
  3. S. Ruan
  4. Jianzhuang Xiao
  5. M. Tan
  6. C. Unluer
  7. Shaodan Hou
  8. Jun Ye

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