4.7 Article

Steel fibre content and interconnection induced electrochemical corrosion of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC)

Journal

CEMENT & CONCRETE COMPOSITES
Volume 94, Issue -, Pages 191-200

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2018.09.010

Keywords

Ultra-high performance fibre reinforced concrete (UHPFRC); Electrical resistivity; Fibre content; Interconnection; Fibre network structure

Funding

  1. National Nature Science Foundation Project of China [51679179, 51608409]
  2. Major science and technology project in Zhongshan city, Guangdong province [2017A1021]
  3. Yang Fan plan of Guangdong Province [201312C12]
  4. Open research project of Advanced Engineering Technology Research Institute of Wuhan University of technology in Zhongshan city [WUT201802]

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This study addresses the steel fibre content and interconnection induced electrochemical corrosion of Ultra-High Performance Fibre reinforced Concrete (UHPFRC) subjected to critical marine environment. The design basis of UHPFRC matrix is particle close packing principle, and then its fresh and hardened properties are investigated. After that, the AC-impedance spectroscopy is used to measure the electrical resistivity of the developed UHPFRC with different fibre amount. Furthermore, to clarify the distribution and interconnection of fibres in the hardened UHPFRC, an X-ray CT is employed. The obtained results show that with an increase of the added fibres amount, the rapid chloride migration (D-RCM) and the electrical resistivity of the designed UHPFRC simultaneously decrease. When the added steel fibres amount reach 2% (vol.), a sharply decrease of the electrical resistivity can be observed, which implies that a steel fibre network formation could be obtained in the hardened UHPFRC.

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