The Effect of the Carbon Content on the Ductile Behavior of Reinforcing Steel
Received: 28 May 2025 | Revised: 15 July 2025 | Accepted: 23 July 2025 | Online: 6 October 2025
Corresponding author: Wa Ode Amala Rabia Malim
Abstract
This study investigates the influence of the raw materials on the ductility of four threaded reinforcing steel commonly used in Indonesia, with the aim of ensuring compliance with the applicable standard (SNI 2052:2024). The chemical composition and mechanical properties of the threaded reinforcing steel were analyzed using Optical Emission Spectroscopy (OES) and the Universal Testing Machine (UTM), respectively. The chemical test results showed that sample S1 likely originated from cleaner raw materials than samples S2, S3, and S4, as indicated by the former’s simpler alloy content. Samples S1, S2, and S3 met the standard criteria for the maximum carbon content according to SNI 2052:2024, while sample S4 exceeded the standard carbon content limit. Additionally, the Carbon equivalent (Ceq) values of samples S1, S2, and S3 confirmed the standard requirements, specifically regarding the strength and toughness aspects. However, sample S4 showed a Ceq value of 0.7, which exceeded the standard limit. The mechanical analysis demonstrated Yield Strength (YS) and Ultimate Tensile Strength (UTS) values ranging from 431.2 MPa to 505.4 MPa and 614 MPa to 673 MPa, respectively. The average UTS/YS ratio was above 1.25, which is the minimum limit. All reinforcing steels studied in this paper met the mechanical property requirements.
Keywords:
reinforcing steel, carbon content, mechanical properties, SNI 2052:2024 standardDownloads
References
Concrete Recinforcing Steel, SNI 2052:2024, 2024.
T. Islam and H. M. M. A. Rashed, "Classification and Application of Plain Carbon Steels," in Materials Science and Materials Engineering, Amsterdam, Netherlands: Elsevier, 2019.
G. Loporcaro, S. Pampanin, and M. V. Kral, "Long-term strain-ageing effects on low-carbon steel reinforcement," Construction and Building Materials, vol. 228, Dec. 2019, Art. no. 116606.
G. Loporcaro, S. Pampanin, and M. V. Kral, "Estimating Plastic Strain and Residual Strain Capacity of Earthquake-Damaged Steel Reinforcing Bars," Journal of Structural Engineering, vol. 144, no. 5, Feb. 2018, Art. no. 04018027.
O. B. Hassan, O. O. Akin, A. Lawan, and Y. D. Amartey, "Mechanical and Chemical Properties of Reinforcement Bars Manufactured in Nigeria," Covenant journal of engineering technology, vol. 5, no. 1, pp. 56–68, June 2021.
W. Ajagbe, A. Ganiyu, A. Adegbite, and O. Akodu, "Investigations on the chemical composition and tensile strength of steel bars in the Nigerian construction industry, " in 10th Asia Pacific Structural Engineering and Construction Conference, Langkawi, Malaysia, 2018.
J. K. Odusote and A. A. Adeleke, "Analysis of Properties of Reinforcing Steel Bars: Case Study of Collapsed Building in Lagos, Nigeria," Applied Mechanics and Materials, vol. 204–208, pp. 3052–3056, 2012.
S. O. Odeyemi, Z. T. Giwa, and R. Abdulwahab, "Building collapse in Nigeria (2009-2019), causes and remedies–a review," USEP: Journal of Science and Engineering Production, vol. 1, no. 1, pp. 123–135, 2019.
S. Spooner, C. Davis, and Z. Li, "Modelling the cumulative effect of scrap usage within a circular UK steel industry – residual element aggregation, " Ironmaking & Steelmaking, vol. 47, no. 10, pp. 1100–1113, Nov. 2020.
K. A. Porter, "Should we build better? The case for resilient earthquake design in the United States," Earthquake Spectra, vol. 37, no. 1, pp. 523–544, Feb. 2021.
T. Achamyeleh, H. Çamur, M. A. Savaş, and A. Evcil, "Mechanical strength variability of deformed reinforcing steel bars for concrete structures in Ethiopia," Scientific Reports, vol. 12, no. 1, Feb. 2022, Art. no. 2600.
T. Achamyeleh and Y. Şahin, "Investigation of Mechanical Properties of Ribbed Reinforcement Steel Bars: A Case Study on Ethiopian Construction Industry," International Journal of Steel Structures, vol. 19, no. 5, pp. 1682–1693, 2019.
E. Biney, C. K. Kankam, V. K. Akortia, P. Adzakey, J. K. Q. Junior, and E. Tongyem, "Examining the geometrical properties, chemical composition, and mechanical properties of local reinforcing bars in Ghana," Journal of Engineering Research and Reports, vol. 26, no. 6, pp. 223–240, 2024.
R. O. Leramo et al., "A comparative analysis of the chemical composition and compliance level to established standards of concrete reinforcement steel rods rolled in Nigeria," Heliyon, vol. 8, no. 6, June 2022, Art. no. e09597.
E. H. A. F. Sy, D. Keinde, and M. Bodian, "Comparative Evaluation of the Chemical Composition and Physical Properties of Reinforced Concrete Steel Bars Used in Construction in Senegal," Open Journal of Civil Engineering, vol. 13, no. 2, pp. 292–302, June 2023.
K. P. a. S. Perera and S. P. Guluwita, "Study of Yield Strength and Elongation Variations of Reinforcement Steel Bars (TMT bars) Manufactured Using Local Ingots," Engineer: Journal of the Institution of Engineers, Sri Lanka, vol. 51, no. 2, pp. 7–14, Apr. 2018.
S. Abbas, R. Hameed, M. Nehdi, M. Afzal, and S. Shaukat, "Investigation of reinforcing steel rebar manufactured from local scrap at various finishing rolling temperature, " Case Studies in Construction Materials, vol. 19, Dec. 2023, Art. no. e02499.
A. Calik, A. Duzgun, O. Sahin, and N. Ucar, "Effect of Carbon Content on the Mechanical Properties of Medium Carbon Steels," A Journal of Physical Sciences, vol. 65, no. 5, pp. 468–472, June 2014.
Standard Test Methods for Tension Testing of Metallic Materials, ASTM E08, 2004.
Downloads
How to Cite
License
Copyright (c) 2025 Wa Ode Amala Rabia Malim, Rudy Djamaluddin, Rita Irmawaty, Fakhruddin

This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain the copyright and grant the journal the right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) after its publication in ETASR with an acknowledgement of its initial publication in this journal.