The Influence of Steel Fiber on the Stress-Strain Behavior of Confined Concrete

Penulis

  • Widayat Amariansah Universitas Islam Sultan Agung image/svg+xml
  • Rinda Karlinasari

DOI:

https://doi.org/10.30659/jacee.2.1.46-52

Kata Kunci:

steel fiber, confinement, lateral reinforcement, stress-strain

Abstrak

This paper presents the result of an experimental study of confined concrete to evaluate the stress-strain behavior of fiber-reinforced concrete, which includes strength and ductility. The effectiveness of steel fibers in influencing the stress-strain behavior was also evaluated by creating a conventional concrete as a control specimen. The experimental results showed that there was a decrease in the value of the increased strength of confined concrete (f’cc/f’co) when the compressive strength of the concrete increased. Reducing the spaces of lateral reinforcement spaces will also increase the strength and ductility of confined concrete. The comparison of experimental results with various confinement models shows that there are substantial differences in the peak stress and the descending behavior of confined fiber concrete.

Unduhan

Diterbitkan

2019-08-09

Terbitan

Vol 2 No 1 (2019): April

Bagian

Civil Engineering

Lisensi

The copyright of the received article shall be assigned to the journal as the publisher of the journal. The intended copyright includes the right to publish the article in various forms (including reprints). The journal maintains the publishing rights to the published articles.

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.