Research Article

Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete

Volume: 4 Number: 1 March 1, 2018
EN

Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete

Abstract

In this study, steel fiber reinforced self-compacting concrete (SFR-SCC) specimens were examined by considering the effects of different parameters on the material performance and to promote the use of fiber materials in building industry. Use of steel fibers in SCC is still limited due to lack of required codes and standards in this field. More research is required to understand the effects of steel fibers on mechanical properties of the concrete. For this purpose 5 mixes; control and reinforced with 2 different fiber volumes and two different fiber types; were produced. Compressive strength, splitting tensile strength and 3-point notched bending tests were carried out on these specimens for thoroughly evaluating mechanical performance of steel fiber reinforced self-compacting concretes.

Keywords

References

  1. Aoude H., ‘‘Structural behaviour of steel fiber reinforced concrete beams’’, PhD Thesis, McGill University, Montreal, Quebec, Canada, 2007.
  2. Cunha V. M. C. F., ‘‘Steel Fibre Reinforced Self-Compacting Concrete’’, PhD Thesis, University of Minho, Braga, Portugal, 2010.
  3. Löfgren I., ‘‘Fibre Reinforced Concrete for Industrial Construction’’, PhD Thesis, Chalmers University of Technology, Gothenburg, Sweden, 2005.
  4. Mpegetis S. O., ‘‘Behavior and Design of Steel Fiber Reinforced Concrete Slabs’’, PhD Thesis, Imperial College London, London, United Kingdom, 2012.
  5. Kooiman A.G., ‘‘Modelling Steel Fibre Reinforced Concrete for Structural Design’’, PhD Thesis, Delft University of Technology, Delft, Netherlands, 2000.
  6. Prisco M.D., Felicetti R., Iorio F. and Gettu R., ‘‘On the Identification of SFRC Tensile Constitutive Behaviour’’, Fracture Mechanics of Concrete Structures, Vol.2, No.1, pp.541-548, 2001.
  7. Luo J.W., ‘‘Behavior and Analysis of Steel Fibre - Reinforced Concrete under Reversed Cyclic Loading’’, PhD Thesis, University of Toronto, Toronto, Ontario, Canada, 2014.
  8. TS EN 12350-8, ‘‘Testing Fresh Concrete – Part 8: Self-compacting concrete – Slump - flow test’’, 2011.

Details

Primary Language

English

Subjects

Engineering

Journal Section

Research Article

Authors

Anil Nis
Gelisim University
Türkiye

Publication Date

March 1, 2018

Submission Date

September 28, 2017

Acceptance Date

July 19, 2018

Published in Issue

Year 2018 Volume: 4 Number: 1

APA
Nis, A. (2018). Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete. International Journal of Engineering Technologies IJET, 4(1), 33-40. https://doi.org/10.19072/ijet.340259
AMA
1.Nis A. Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete. IJET. 2018;4(1):33-40. doi:10.19072/ijet.340259
Chicago
Nis, Anil. 2018. “Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete”. International Journal of Engineering Technologies IJET 4 (1): 33-40. https://doi.org/10.19072/ijet.340259.
EndNote
Nis A (March 1, 2018) Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete. International Journal of Engineering Technologies IJET 4 1 33–40.
IEEE
[1]A. Nis, “Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete”, IJET, vol. 4, no. 1, pp. 33–40, Mar. 2018, doi: 10.19072/ijet.340259.
ISNAD
Nis, Anil. “Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete”. International Journal of Engineering Technologies IJET 4/1 (March 1, 2018): 33-40. https://doi.org/10.19072/ijet.340259.
JAMA
1.Nis A. Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete. IJET. 2018;4:33–40.
MLA
Nis, Anil. “Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete”. International Journal of Engineering Technologies IJET, vol. 4, no. 1, Mar. 2018, pp. 33-40, doi:10.19072/ijet.340259.
Vancouver
1.Anil Nis. Mechanical Properties of Steel Fiber Reinforced Self-Compacting Concrete. IJET. 2018 Mar. 1;4(1):33-40. doi:10.19072/ijet.340259

Cited By

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