Comparative Analysis on Strength Parameters and Stress-Strain Behaviour of Sifcon with Ferrocement

Authors

  • Sai Karthik Department of Structural Engineering and Environmental Engineering, RMIT University, Melbourne, Australia
  • Jeremy Taylor Department of Structural Engineering and Environmental Engineering, RMIT University, Melbourne, Australia

Keywords:

steel fibers; steel mesh; stress-strain behaviour; compressive strength; split tensile strength

Abstract

The effects of steel mesh and steel fibre orientation on strength properties and stress- strain behaviour of Slurry Infiltrated Fibre Reinforced Concrete (SIFCON) have been studied. In this research, steel mesh of 0.62 mm diameter and aspect ratio of steel fibers 50 mm were used for preparing the specimens. Steel mesh of different percentages (5%, 10% and 15%) was added in parallel orientation and steel fibers were added with 5%, 10% and 15% in both random and parallel orientation. The results of SIFCON and FERRO cement were compared with the normal cement mortar. FERRO cement and SIFCON showed better results on strength parameters and stress-strain behaviour compared to normal cement mortar.

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Published

2021-01-10 — Updated on 2021-01-10

How to Cite

Karthik, S., & Taylor, J. (2021). Comparative Analysis on Strength Parameters and Stress-Strain Behaviour of Sifcon with Ferrocement. Erudite Journal of Engineering, Technology and Management Sciences, 1(1), 01–05. Retrieved from https://ejetms.com/index.php/ejetms/article/view/2