Flexural Characteristics of Fibre Reinforced Concrete with an Optimised Spirally Deformed Steel Fibre

M. Hajsadeghi*, M. Jalali, C. Seong Chin, T. Zirakian, M. Bahrebar

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

6 Citations (Scopus)

Abstract

In this paper, the flexural performance of Fibre Reinforced Concrete (FRC) with an optimised spirally deformed steel fibre developed by the authors is evaluated experimentally. For comparison purposes, concrete specimens with commercially available steel fibres (hooked-end and crimped) are tested and included in the study. The research findings indicate that the optimised spirally deformed steel fibre considerably enhances flexural characteristics of concrete compared with existing fibres on the market. Moreover, the deflection-hardening response (even in the presence of wide cracks) can also be achieved even with low spiral fibre dosages common in practice. Therefore, such a composite, i.e. concrete reinforced with spirally deformed steel fibre, can be deemed as a structural material.

Original languageEnglish
Pages (from-to)1390-1397
Number of pages8
JournalInternational Journal of Engineering, Transactions A: Basics
Volume34
Issue number6
DOIs
Publication statusPublished - Jun 2021

Keywords

  • Deflection-hardening Response
  • Fibre Reinforced Concrete
  • Flexural Performance
  • Optimised Spirally Deformed Steel Fibre

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