References
- Abid, S. R., Abbass, A. A., Murali, G., Al-Sarray, M. L., Nader, I. A., & Ali, S. H. (2022). Post-high-temperature exposure repeated impact response of steel-fiber-reinforced concrete. Buildings, 12(9), 1364. https://doi.org/10.3390/buildings12091364
- Amran, M., Huang, S. S., Onaizi, A. M., Murali, G., & Abdelgader, H. S. (2022). Fire spalling behavior of high-strength concrete: A critical review. Construction and Building Materials, 341, 127902. https://doi.org/10.1016/j.conbuildmat.2022.127902
- Anand, N., Thanaraj, D. P., Andrushia, D., Lublóy, É. E., Kiran, T., Kanagaraj, B., &Kodur, V. (2023). Microstructure investigation, strength assessment, and thermal modelling of concrete exposed to different heating cooling regimes. Journal of Thermal Analysis and Calorimetry, 148(9), 3221-3247. https://doi.org/10.1007/s10973-023-11998-5
- Babalola, O. E., Awoyera, P. O., Le, D. H., & Romero, L. B. (2021). A review of residual strength properties of normal and high strength concrete exposed to elevated temperatures: Impact of materials modification on behaviour of concrete composite. Construction and Building Materials, 296, 123448. https://doi.org/10.1016/j.conbuildmat.2021.123448
- BAGHDADI, M., DIMIA, M. S., GUERGAH, C., RABEHI, R., & BELAKHDAR, A. R. (2025). Experimental and Numerical Investigation on the Behavior and Strengthening of Fire-DamagedReinforcedConcrete Walls Using Self-CompactingConcreteJacketing. Materials Science. https://doi.org/10.5755/j02.ms.41042
- Carvalho, E. F. T. D., Silva Neto, J. T. D., Soares Junior, P. R. R., Maciel, P. D. S., Fransozo, H. L., Bezerra, A. C. D. S., & Gouveia, A. M. C. D. (2019). Influence of cooling methods on the residual mechanical behavior of fire-exposed concrete: An experimental study. Materials, 12(21), 3512. https://doi.org/10.3390/ma12213512
- Cherif, G., Salah, D. M., & Abdelaziz, B. (2021). Numerical modelling of one-way reinforced concrete slab in firetaking into account of spalling. Civil Engineering Journal, 7(3), 477-487. http://dx.doi.org/10.28991/cej-2021-03091667
- CODE, Price. Eurocode 2: design of concrete structures-part 1–1: general rules and rules for buildings. British Standard Institution, London, 2005, vol. 668, p. 659-668.
- Di Carlo, F., Meda, A., & Rinaldi, Z. (2018). Evaluation of the bearing capacity of fiber reinforced concrete sections under fire exposure. Materials and Structures, 51, 1-12. https://doi.org/10.1617/s11527-018-1280-2
- Elsanadedy, H. M. (2019). Residual Compressive Strength of High-Strength Concrete Exposed to Elevated Temperatures. Advances in Materials Science and Engineering, 2019(1), 6039571. https://doi.org/10.1155/2019/6039571
- EN 1994-1-2:2005+A1: 2014. Eurocode 4: Design of composite steel and concrete structures –Part 1-2: General rules – Structural fire design. Brussels: CEN, 2014.
- Esfahani, M., Hoseinzade, M., Shakiba, M., Arbab, F., Yekrangnia, M., &Pachideh, G. (2021). Experimental investigation of residual flexural capacity of damaged reinforced concrete beams exposed to elevated temperatures. Engineering Structures, 240, 112388. https://doi.org/10.1016/j.engstruct.2021.112388
- Felicetti, R., Gambarova, P. G., &Meda, A. (2009). Residual behavior of steel rebars and R/C sections after a fire. Construction and building materials, 23(12), 3546-3555. https://doi.org/10.1016/j.conbuildmat.2009.06.050
- Gernay, T. (2019). Fire resistance and burnout resistance of reinforced concrete columns. Fire safety journal, 104, 67-78. https://doi.org/10.1016/j.firesaf.2019.01.007.
- Gernay, T., Pei, J., Tong, Q., & Bamonte, P. (2023). Numerical analysis of the effects of fire with cooling phase on reinforced concrete members. Engineering Structures, 293, 116618. https://doi.org/10.1016/j.engstruct.2023.116618
- Gherabli, S., Dimia, M. S., & Guergah, C. (2025). Prediction of Delayed Collapse of the Gypsum-Protected Steel Columns (GPSC) Exposed to Natural Fire:NumericalStudy and Application. Arabian Journal for Science and Engineering, 50(11), 8491-8503. https://doi.org/10.1007/s13369-024-09469-6
- Guergah, C., Dimia, M. S., &Guenfoud, M. (2018). Contribution to the numericalmodelling of the spallingphenomenon: case of a reinforcedconcretebeams. Arabian Journal for Science and Engineering, 43(4), 1747-1759. https://doi.org/10.1007/s13369-017-2704-y
- Hamda, M., Guergah, C., &Benmarce, A. (2025). The Impact of Natural Fibers on Thermal Resistance and Spalling in High-performance Concrete. PeriodicaPolytechnica Civil Engineering, 69(1), 84-97. https://doi.org/10.3311/PPci.36682
- Hamda, M., Guergah, C., Benmarce, A., Khechekhouche, A., de Oliveira Siqueira, A. M., & Campos, J. C. C. (2023). *Effects of Polypropylene and Date Palm Fiber Reinforcements on High Performance Concrete at Elevated Temperatures and Their Impact on Spalling Phenomena*. The Journal of Engineering and Exact Sciences, 9(12), 17717–17717. https://doi.org/10.18540/jcecvl9iss12pp17717
- Hassan, A., Arif, M., Shariq, M., Alomayri, T., & Pereira, S. (2023). Fire resistance characteristics of geopolymer concrete for environmental sustainability: a review of thermal, mechanical and microstructure properties. Environment, Development and Sustainability, 25(9), 8975-9010. https://doi.org/10.1007/s10668-022-02495-0
- Kanibou, F., Moufakkir, A., Samaouali, A., Bakari, R., Ouaazizi, K., Arbaoui, A. &Charkaoui, A. (2024). ThermophysicalProperties of Concrete Blended withIron Powder and/or IronFibers. Civil and Environmental Engineering, 20(1), 2024. 293-306. https://doi.org/10.2478/cee-2024-0023
- Khoury, G. A. (2000). Effect of fire on concrete and concrete structures. Progress in structural engineering and materials, 2(4), 429-447. https://doi.org/10.1002/pse.51
- Krishna, D. A., Priyadarsini, R. S., & Narayanan, S. (2019). Effect of elevated temperatures on the mechanical properties of concrete. Procedia Structural Integrity, 14, 384-394. https://doi.org/10.1016/j.prostr.2019.05.047
- Lafta, G.M. & Ali, A.S.. (2024). Effects of LECA Content on the Behavior of Steel Fiber-ReinforcedGeopolymerConcrete at High Temperature. Civil and Environmental Engineering, 20(2), 2024. 962-977. https://doi.org/10.2478/cee-2024-0070
- Li, Y. H., & Franssen, J. M. (2011). Test results and model for the residual compressive strength of concrete after a fire. Journal of Structural Fire Engineering, 2(1), 29-44. https://doi.org/10.1260/2040-2317.2.1.29
- Molkens, T. (2022). The cooling phase, a key factor in the post-fire performance of RC columns. Fire Safety Journal, 128, 103535. https://doi.org/10.1016/j.firesaf.2022.103535
- Naqee, A.W. & Daud, R.A. (2025). Effect of CFRP Bar Diameter and ConcreteStrength on Shear Performance of ETS-Strengthened RC BeamswithRecycled Plastic Aggregate: Validation and ParametricStudyUsing Abaqus. Civil and Environmental Engineering, 0(0), 2025. https://doi.org/10.2478/cee-2025-0096
- Netinger, I., Kesegic, I., &Guljas, I. (2011). The effect of high temperatures on the mechanical properties of concrete made with different types of aggregates. Fire safety journal, 46(7), 425-430. https://doi.org/10.1016/j.firesaf.2011.07.002
- Nwosu, D. I., Kodur, V. K. R., Franssen, J. M., & Hum, J. K. (2007). SAFIR-A Computer Program for Analysis of Structures at Elevated Temperature Conditions. University of Liege, Belgium.
- Pasztetnik, M., &Wróblewski, R. (2021). A literature review of concrete ability to sustain strength after fire exposure based on the heat accumulation factor. Materials, 14(16), 4719. https://doi.org/10.3390/ma14164719
- Paul Thanaraj, D., Kiran, T., Kanagaraj, B., Nammalvar, A., Andrushia, A. D., Gurupatham, B. G. A., & Roy, K. (2023). Influence of heating–cooling regime on the engineering properties of structural concrete subjected to elevated temperature. Buildings, 13(2), 295. https://doi.org/10.3390/buildings13020295
- Pul, S., Atasoy, A., Senturk, M., &Hajirasouliha, I. (2021). Structural performance of reinforced concrete columns subjected to high-temperature and axial loading under different heating-cooling scenarios. Journal of Building Engineering, 42, 102477. https://doi.org/10.1016/j.jobe.2021.102477
- Qin, D., Gao, P., Aslam, F., Sufian, M., &Alabduljabbar, H. (2022). A comprehensive review on fire damage assessment of reinforced concrete structures. Case Studies in Construction Materials, 16, e00843. https://doi.org/10.1016/j.cscm.2021.e00843
- Raouffard, M. M., & Nishiyama, M. (2016). Residual load bearing capacity of reinforced concrete frames after fire. Journal of Advanced Concrete Technology, 14(10), 625-633. https://doi.org/10.3151/jact.14.625
- Roitman, V. M. (1990). Consideration of real fire conditions while calculating the fire resistance of building structures on the basis of the kinetic approach. Fire safety journal, 16(6), 433-442. https://doi.org/10.1016/0379-7112(90)90020-F
- Salah Dimia, M., Guenfoud, M., Gernay, T., & Franssen, J. M. (2011). Collapse of concrete columns during and after the cooling phase of a fire. Journal of Fire Protection Engineering, 21(4), 245-263. https://doi.org/10.1177/1042391511423
- Schneider, U. (1988). Concrete at high temperatures—a general review. Fire safety journal, 13(1), 55-68. https://doi.org/10.1016/0379-7112(88)90033-1
- Shahraki, M., Hua, N., Elhami-Khorasani, N., Tessari, A., & Garlock, M. (2023). Residual compressive strength of concrete after exposure to high temperatures: A review and probabilistic models. Fire Safety Journal, 135, 103698. https://doi.org/10.1016/j.firesaf.2022.103698
