Influence of Axial Restraint and Fire Exposure Scenarios on the Fire Resistance of One-Way Reinforced Concrete Slabs
Vol. 11 No. 4 (2025): April
Research Articles
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Doi: 10.28991/CEJ-2025-011-04-03
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[1] EN 1991-1-2. (2002). Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire. The European Union per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC.
[2] ISO 834. (1975). Fire Resistance Tests, Elements of Building Construction. International Organization for Standardization, Geneva, Switzerland.
[3] Buchanan, A. H., & Abu, A. K. (2017). Structural design for fire safety. John Wiley & Sons, New Jersey, United States.
[4] Balaji, A., Nagarajan, P., & Pillai, T. M. (2016). Predicting the response of reinforced concrete slab exposed to fire and validation with IS456 (2000) and Eurocode 2 (2004) provisions. Alexandria Engineering Journal, 55(3), 2699-2707. doi:10.1016/j.aej.2016.06.005.
[5] Bailey, C. G. (2004). Membrane action of slab/beam composite floor systems in fire. Engineering Structures, 26(12), 1691-1703. doi:10.1016/j.engstruct.2004.06.006.
[6] Major, Z., Bodnár, L., Merczel, D. B., Szép, J., & Lublóy, í‰. (2024). Analysis of the Heating of Steel Structures During Fire Load. Emerging Science Journal, 8(1), 1-16.
[7] Wang, B., Dong, Y. L., & Gao, L. T. (2011). Fire experimental study of four-edge fixed reinforced concrete slab in fire. Advanced Materials Research, 163, 1626-1637. doi:10.4028/www.scientific.net/AMR.163-167.1626. doi:10.28991/ESJ-2024-08-01-01.
[8] Lim, L. C. S., & Wade, C. A. (2002). Experimental fire tests of two-way concrete slabs. Fire Engineering Research Report 02/12, University of Canterbury, Christchurch, New Zealand.
[9] Allam, S. M., Elbakry, H. M., & Rabeai, A. G. (2013). Behavior of one-way reinforced concrete slabs subjected to fire. Alexandria Engineering Journal, 52(4), 749-761. doi:10.1016/j.aej.2013.09.004.
[10] Qiu, P., Duan, J., Yang, Z., Liu, J., & Lu, W. (2024). Research on the Scale Fire Test and Fire Resistance of the One-Way Slab of a Metro. Buildings, 14(6), 1695. doi:10.3390/buildings14061695.
[11] Al-Rousan, R. (2020). Optimum endurance time of reinforced concrete one-way slab subjected to fire. Procedia Manufacturing, 44, 520-527. doi:10.1016/j.promfg.2020.02.260.
[12] Salihu, F., Guri, Z., Cvetkovska, M., & Pllana, F. (2023). Fire Resistance Analysis of Two-Way Reinforced Concrete Slabs. Civil Engineering Journal (Iran), 9(5), 1085–1104. doi:10.28991/CEJ-2023-09-05-05.
[13] Rasheed, M.R., & Mohammed, S.D. (2024). Structural Behavior of Concrete One-Way Slab with Mixed Reinforcement of Steel and Glass Fiber Polymer Bars under Fire Exposure. Engineering, Technology & Applied Science Research, 14(2), 13380–13387. doi:10.48084/etasr.6795.
[14] Kodur, V., Venkatachari, S., Bhatt, P., Matsagar, V. A., & Singh, S. B. (2023). Fire resistance evaluation of concrete beams and slabs incorporating natural fiber-reinforced polymers. Polymers, 15(3), 755. doi:10.3390/polym15030755.
[15] Elwakkad, N. (2023). Behavior of reinforced self-curing concrete slabs exposed to fire. Journal of Engineering Sciences, 51(5), 286-301. doi:10.21608/jesaun.2023.212300.1231.
[16] Shhabat, M., Ashteyat, A., & Abdel-Jaber, M. (2024). Repairing of One-Way Solid Slab Exposed to Thermal Shock Using CFRP: Experimental and Analytical Study. Fibers, 12(2), 18. doi:10.3390/fib12020018
[17] EN 1992-1-2. (2004). Eurocode 2: Design of concrete structures - Part 1-2: General rules. Structural Fire Design, The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC.
[18] SAFIR (2014). A finite element software for analyzing structures in fire. SAFIR-Computer Program, University of Liege, Liege, Belgium.
[19] Sanad, A. M., Lamont, S., Usmani, A. S., & Rotter, J. M. (2000). Structural behaviour in fire compartment under different heating regimes”part 2:(slab mean temperatures). Fire Safety Journal, 35(2), 117-130. doi:10.1016/S0379-7112(00)00025-4.
[20] Terro, M. J. (1991). Numerical Modelling of Thermal and Structural Response of Reinforced Concrete Structures in Fire. Imperial College of Science, Technology and Medicine, University of London, London, United Kingdom.
[21] WFRC. (1987). Ad-Hoc Fire Test Using the Heating Conditions of BS476: Part 8: 1972 on Two 150mm Thick Normal Weight Concrete Slabs. 1987. WARRES No. 40728, Warrington Fire Research Center, (WFRC), London, United Kingdom.
[22] Cvetkovska, M. (2002). Nonlinear Stress Strain Behaviour of RC Elements and Plane Frame Structures Exposed to Fire. Doctoral Dissertation, Ss Cyril and Methodius University, Skopje, Macedonia.
[23] Levesque, A. (2006). Fire Performance of Reinforced Concrete Slabs. Master Thesis, Worcester Polytechnic Institute, Worcester, United States.
[24] Wang, Y., Guo, W., Huang, Z., Long, B., Yuan, G., Shi, W., & Zhang, Y. (2018). Analytical model for predicting the load–deflection curve of post-fire reinforced-concrete slab. Fire Safety Journal, 101, 63-83. doi:10.1016/j.firesaf.2018.09.002.
[25] Salihu, F., & Cvetkovska, M. (2020). Parametric analysis on fire resistance of one way Simply supported reinforced concrete slabs. International Conference on Contemporary Theory and Practice in Construction XIV STEPGRAD, 43-54.
[2] ISO 834. (1975). Fire Resistance Tests, Elements of Building Construction. International Organization for Standardization, Geneva, Switzerland.
[3] Buchanan, A. H., & Abu, A. K. (2017). Structural design for fire safety. John Wiley & Sons, New Jersey, United States.
[4] Balaji, A., Nagarajan, P., & Pillai, T. M. (2016). Predicting the response of reinforced concrete slab exposed to fire and validation with IS456 (2000) and Eurocode 2 (2004) provisions. Alexandria Engineering Journal, 55(3), 2699-2707. doi:10.1016/j.aej.2016.06.005.
[5] Bailey, C. G. (2004). Membrane action of slab/beam composite floor systems in fire. Engineering Structures, 26(12), 1691-1703. doi:10.1016/j.engstruct.2004.06.006.
[6] Major, Z., Bodnár, L., Merczel, D. B., Szép, J., & Lublóy, í‰. (2024). Analysis of the Heating of Steel Structures During Fire Load. Emerging Science Journal, 8(1), 1-16.
[7] Wang, B., Dong, Y. L., & Gao, L. T. (2011). Fire experimental study of four-edge fixed reinforced concrete slab in fire. Advanced Materials Research, 163, 1626-1637. doi:10.4028/www.scientific.net/AMR.163-167.1626. doi:10.28991/ESJ-2024-08-01-01.
[8] Lim, L. C. S., & Wade, C. A. (2002). Experimental fire tests of two-way concrete slabs. Fire Engineering Research Report 02/12, University of Canterbury, Christchurch, New Zealand.
[9] Allam, S. M., Elbakry, H. M., & Rabeai, A. G. (2013). Behavior of one-way reinforced concrete slabs subjected to fire. Alexandria Engineering Journal, 52(4), 749-761. doi:10.1016/j.aej.2013.09.004.
[10] Qiu, P., Duan, J., Yang, Z., Liu, J., & Lu, W. (2024). Research on the Scale Fire Test and Fire Resistance of the One-Way Slab of a Metro. Buildings, 14(6), 1695. doi:10.3390/buildings14061695.
[11] Al-Rousan, R. (2020). Optimum endurance time of reinforced concrete one-way slab subjected to fire. Procedia Manufacturing, 44, 520-527. doi:10.1016/j.promfg.2020.02.260.
[12] Salihu, F., Guri, Z., Cvetkovska, M., & Pllana, F. (2023). Fire Resistance Analysis of Two-Way Reinforced Concrete Slabs. Civil Engineering Journal (Iran), 9(5), 1085–1104. doi:10.28991/CEJ-2023-09-05-05.
[13] Rasheed, M.R., & Mohammed, S.D. (2024). Structural Behavior of Concrete One-Way Slab with Mixed Reinforcement of Steel and Glass Fiber Polymer Bars under Fire Exposure. Engineering, Technology & Applied Science Research, 14(2), 13380–13387. doi:10.48084/etasr.6795.
[14] Kodur, V., Venkatachari, S., Bhatt, P., Matsagar, V. A., & Singh, S. B. (2023). Fire resistance evaluation of concrete beams and slabs incorporating natural fiber-reinforced polymers. Polymers, 15(3), 755. doi:10.3390/polym15030755.
[15] Elwakkad, N. (2023). Behavior of reinforced self-curing concrete slabs exposed to fire. Journal of Engineering Sciences, 51(5), 286-301. doi:10.21608/jesaun.2023.212300.1231.
[16] Shhabat, M., Ashteyat, A., & Abdel-Jaber, M. (2024). Repairing of One-Way Solid Slab Exposed to Thermal Shock Using CFRP: Experimental and Analytical Study. Fibers, 12(2), 18. doi:10.3390/fib12020018
[17] EN 1992-1-2. (2004). Eurocode 2: Design of concrete structures - Part 1-2: General rules. Structural Fire Design, The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC.
[18] SAFIR (2014). A finite element software for analyzing structures in fire. SAFIR-Computer Program, University of Liege, Liege, Belgium.
[19] Sanad, A. M., Lamont, S., Usmani, A. S., & Rotter, J. M. (2000). Structural behaviour in fire compartment under different heating regimes”part 2:(slab mean temperatures). Fire Safety Journal, 35(2), 117-130. doi:10.1016/S0379-7112(00)00025-4.
[20] Terro, M. J. (1991). Numerical Modelling of Thermal and Structural Response of Reinforced Concrete Structures in Fire. Imperial College of Science, Technology and Medicine, University of London, London, United Kingdom.
[21] WFRC. (1987). Ad-Hoc Fire Test Using the Heating Conditions of BS476: Part 8: 1972 on Two 150mm Thick Normal Weight Concrete Slabs. 1987. WARRES No. 40728, Warrington Fire Research Center, (WFRC), London, United Kingdom.
[22] Cvetkovska, M. (2002). Nonlinear Stress Strain Behaviour of RC Elements and Plane Frame Structures Exposed to Fire. Doctoral Dissertation, Ss Cyril and Methodius University, Skopje, Macedonia.
[23] Levesque, A. (2006). Fire Performance of Reinforced Concrete Slabs. Master Thesis, Worcester Polytechnic Institute, Worcester, United States.
[24] Wang, Y., Guo, W., Huang, Z., Long, B., Yuan, G., Shi, W., & Zhang, Y. (2018). Analytical model for predicting the load–deflection curve of post-fire reinforced-concrete slab. Fire Safety Journal, 101, 63-83. doi:10.1016/j.firesaf.2018.09.002.
[25] Salihu, F., & Cvetkovska, M. (2020). Parametric analysis on fire resistance of one way Simply supported reinforced concrete slabs. International Conference on Contemporary Theory and Practice in Construction XIV STEPGRAD, 43-54.
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