Research Article

Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars after Exposure to Elevated Temperatures

Volume: 6 Number: 2 March 30, 2026

Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars after Exposure to Elevated Temperatures

Abstract

Austenitic stainless steels, specifically AISI 304 (EN 1.4301), are increasingly utilized in structural and architectural engineering due to their superior corrosion resistance and durability. However, the residual performance of cold-worked stainless-steel reinforcement after exposure to elevated temperatures remains a critical concern for structural safety assessments. This study presents a comprehensive finite element (FE) analysis aimed at predicting the residual mechanical behavior of cold-worked AISI 304 reinforcing bars. The numerical framework incorporates user-defined material parameters within an isotropic elastic model coupled with a multi-linear isotropic hardening model. The predictive capability of these models was evaluated against experimental data across three cooling regimes: Water Quenching (Q), Air Cooling (A), and Slow Furnace Cooling (S). The results demonstrate a robust correlation between the numerical simulations and experimental observations for both virgin and thermally exposed materials. The FE models achieved high precision, with discrepancies in ultimate tensile strength (đ‘“á”€) generally restricted to less than 1.3%. The deviation in the 0.2% proof strength (𝑓0.2p) was maintained within 6.5% for the majority of cases, with minor exceptions reaching 8.01% for rapid water cooling at 700 °C and 6.53% for slow cooling at 900 °C. the findings indicate that the proposed modeling approach effectively captures the complex stress-strain response and total strain components across diverse thermal histories. This study provides a validated numerical tool for the structural fire engineering community to assess the post-fire capacity of stainless-steel reinforced structures with high confidence.

Keywords

Ethical Statement

Acknowledgment The authors gratefully acknowledge the Universiti Malaya (UM) for providing the necessary facilities and resources for this research. This research was supported by the Faculty of Engineering Programme under a special funding aid, Bantuan Khas Penyelidikan (BKPFK-2024-15), Universiti Malaya.

References

  1. 1. Gardner, L. (2005). The use of stainless steel in structures. In Progress in Structural Engineering and Materials, Vol. 7(2), 45-55. https://doi.org/10.1002/pse.190
  2. 2. Gouda, M., Salaman, S., ElDeeb, A. B., Kobayashi, S., Borek, W., & Ebied, S. (2026). Effect of alloying elements on the characteristics of metallic biodegradable materials: A review. Chinese Journal of Mechanical Engineering, 39, 100024. https://doi.org/10.1016/j.cjme.2025.100024
  3. 3. Shen, Y., & ChacĂłn, R. (2019). Effect of uncertainty in localized imperfection on the ultimate compressive strength of cold-formed stainless steel hollow sections. Applied Sciences, 9(18), 3827. https://doi.org/10.3390/app9183827
  4. 4. Baddoo, N. (2013). 100 years of stainless steel: A review of structural applications and the development of design rules. SESOC journal, 26(2), 17-27. https://doi.org/10.56330/ALHK2559
  5. 5. Rabi, M., Shamass, R., & Cashell, K. A. (2022). Structural performance of stainless steel reinforced concrete members: A review. Construction and Building Materials, 325, 126673. https://doi.org/10.1016/j.conbuildmat.2022.126673
  6. 6. Meza, F. J., Baddoo, N., & Gardner, L. (2024). Derivation of stainless steel material factors for European and US design standards. Journal of Constructional Steel Research, 213, 108383. https://doi.org/10.1016/j.jcsr.2023.108383
  7. 7. Gardner, L. (2005). The use of stainless steel in structures. Progress in Structural Engineering and Materials, 7(2), 45-55. https://doi.org/10.1002/pse.190
  8. 8. Piloto, P. A. G., Mesquita, L. M. R., Cruz, Á. A. T., Lopes, N., Arrais, F., & Real, P. V. (2024). Bending resistance of austenitic stainless steel hollow sections at elevated temperatures. Structures, 59, 105690. https://doi.org/10.1016/j.istruc.2023.105690

Details

Primary Language

English

Subjects

Steel Structures , Fire Safety Engineering, Metals and Alloy Materials

Journal Section

Research Article

Publication Date

March 30, 2026

Submission Date

December 29, 2025

Acceptance Date

March 26, 2026

Published in Issue

Year 2026 Volume: 6 Number: 2

APA
Al Adawani, H., Tuan Zahari, T. Z. B., & Ahmad Hairuddin, M. K. F. (2026). Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars after Exposure to Elevated Temperatures. Engineering Perspective, 6(2), 277-286. https://doi.org/10.64808/engineeringperspective.1847881
AMA
1.Al Adawani H, Tuan Zahari TZB, Ahmad Hairuddin MKF. Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars after Exposure to Elevated Temperatures. engineeringperspective. 2026;6(2):277-286. doi:10.64808/engineeringperspective.1847881
Chicago
Al Adawani, Haitham, Tuan Zaharinie Binti Tuan Zahari, and Muhammad Khairi Faiz Ahmad Hairuddin. 2026. “Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars After Exposure to Elevated Temperatures”. Engineering Perspective 6 (2): 277-86. https://doi.org/10.64808/engineeringperspective.1847881.
EndNote
Al Adawani H, Tuan Zahari TZB, Ahmad Hairuddin MKF (March 1, 2026) Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars after Exposure to Elevated Temperatures. Engineering Perspective 6 2 277–286.
IEEE
[1]H. Al Adawani, T. Z. B. Tuan Zahari, and M. K. F. Ahmad Hairuddin, “Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars after Exposure to Elevated Temperatures”, engineeringperspective, vol. 6, no. 2, pp. 277–286, Mar. 2026, doi: 10.64808/engineeringperspective.1847881.
ISNAD
Al Adawani, Haitham - Tuan Zahari, Tuan Zaharinie Binti - Ahmad Hairuddin, Muhammad Khairi Faiz. “Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars After Exposure to Elevated Temperatures”. Engineering Perspective 6/2 (March 1, 2026): 277-286. https://doi.org/10.64808/engineeringperspective.1847881.
JAMA
1.Al Adawani H, Tuan Zahari TZB, Ahmad Hairuddin MKF. Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars after Exposure to Elevated Temperatures. engineeringperspective. 2026;6:277–286.
MLA
Al Adawani, Haitham, et al. “Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars After Exposure to Elevated Temperatures”. Engineering Perspective, vol. 6, no. 2, Mar. 2026, pp. 277-86, doi:10.64808/engineeringperspective.1847881.
Vancouver
1.Haitham Al Adawani, Tuan Zaharinie Binti Tuan Zahari, Muhammad Khairi Faiz Ahmad Hairuddin. Finite Element Analysis of the Residual Mechanical Behaviour of Cold-Worked Austenitic Stainless Steel Reinforcing Bars after Exposure to Elevated Temperatures. engineeringperspective. 2026 Mar. 1;6(2):277-86. doi:10.64808/engineeringperspective.1847881

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