The Effects of Using Steel Fibers on Self-Compacting Concrete Properties: A Review | ||
| Engineering and Technology Journal | ||
| Article 9, Volume 38, 11A, November 2020, Pages 1666-1675 PDF (1.33 M) | ||
| Document Type: Research Paper | ||
| DOI: 10.30684/etj.v38i11A.1678 | ||
| Author | ||
| Shubbar J. Kadhim | ||
| Civil Engineering Department, University of Technology, Baghdad, Iraq. | ||
| Abstract | ||
| In this literature review, steel fibers reinforced self-compacting concrete properties in fresh and hardened states and factors affecting them were reviewed. In spite of the high workability of self- compacting concrete, using steel fibers depending on their length, aspect ratio, shapes and volume fraction can cause detrimental effects on it. Using steel fibers improves hardened properties especially flexural and post-peak performance, and this improvement depends on how fibers can distribute and orientate in the fresh state. The better hardened properties can be obtained when fibres aligned and orientated in the direction parallel to tensile stress. | ||
| Keywords | ||
| Steel Fiber; Self-compacting concrete; steel fiber reinforced self- compacting concrete | ||
| References | ||
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