×
Home Current Archive Editorial board
News Contact
Original scientific paper

EFFECT OF COOLING PARAMETERS ON TENSILE PROPERTIES OF CONCRETE REINFORCING STEEL IN COILS

By
Vedina Purić ,
Vedina Purić
Contact Vedina Purić

1ArcelorMittal Zenica , Zenica , Bosnia and Herzegovina

Omer Beganović
Omer Beganović

Institute "Kemal Kapetanović" in Zenica, University of Zenica , Zenica , Bosnia and Herzegovina

Abstract

The production of concrete structural steel using controlled cooling with Tempcore technology enables the production of high-strength steel with improved adhesion to concrete while ensuring homogeneous properties for the construction of buildings, bridges, highways, and other construction facilities in any geographical environment. Concrete reinforcing steel can be produced in the form of bars or coils. The production of concrete reinforcing steel in coils ensures higher productivity, increased output, lower labor costs, and faster application.

When producing concrete reinforcing steel in coils, achieving the required tensile properties cannot be accomplished solely by cooling it with water in the Tempcore plant. Additional cooling in separate water boxes is necessary before coiling the steel. By varying the cooling parameters in the Tempcore plant and additional water boxes, it is possible to control and optimize the strength and ductility properties of the concrete reinforcing steel in the coil. In the scope of this paper, the optimal ratio of strength and ductile properties is achieved by applying cooling parameters according to cooling variant II.

References

Institut for standardization of Serbia SRP, SRPS EN 10080:2008, Steel for the reinforcement of concrete - Weldable reinforcing steel. (2008).
Institut za standardizaciju Bosne i Hercegovine BAS, BAS EN 10080:2007, Čelik za armiranje betona - Zavarivi armaturni čelik. (2007).
Noville, J. F. (2015). TEMPCORE®, the most convenient process to produce low-cost high strength rebars from 8 to 75 mm. In METEC & 2nd ESTAD, Düsseldorf (pp. 15-).
Rehm, G., & Russwurm, D. (1977). Assessment of Concrete Reinforcing Bars made by the Tempcore Process. CRM Revue, 51, 3–16.
Savinykh, A. S., Garkushin, G. V., Kanel, G. I., & Razorenov, S. V. (2019). Compressive and tensile strength of steel fibrous reinforced concrete under explosive loading. International Journal of Fracture, 215(1–2), 129–138. https://doi.org/10.1007/s10704-018-00342-w
Simon, P., Economopoulos, M., & Nilles, P. (1984). Tempcore: A new process for the production of high-quality reinforcing bars. Iron Steel Eng, 61, 53–57.
The application and development of reinforced concrete structure in building construction. (2023). Journal of Materials, Processing and Design, 7(3). https://doi.org/10.23977/jmpd.2023.070302

Citation

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

Article metrics

Google scholar: See link

The statements, opinions and data contained in the journal are solely those of the individual authors and contributors and not of the publisher and the editor(s). We stay neutral with regard to jurisdictional claims in published maps and institutional affiliations.