TY - JOUR T1 - Reinforced Concrete Silo with Sacrificial Composite Coating Under Elevated Temperatures AU - Joshi, Kuldeep AU - Bohra Gupta, Archana Y2 - 2025 DO - 10.64808/engineeringperspective.1770076 JF - Engineering Perspective JO - engineeringperspective PB - Hamit Solmaz WT - DergiPark SN - 2757-9077 SP - 149 EP - 161 VL - 5 IS - 4 LA - en AB - Reinforced concrete silos are usually designed only for mechanical loading. This consideration is sufficient at ambient temperature. But at elevated temperature scenarios, temperature induced-instability comes into the picture. This can either lead to structural collapse or necessitates extensive repairs. In this study, thermo-mechanical behaviour of a reinforced concrete silo is investigated through finite element simulations under two fire exposure scenarios: one when it is subjected to fire from one side and other when it is subjected to fire from the bottom. 30-minute fire duration is taken following temperature-time profile as per External fire curve given by Eurocode 1. The effectiveness of a composite fire protection coating made up of heavy type gypsum and fibre glass insulation board in lowering temperature magnitude of the structure has also been studied. Its minimum thickness to maintain structural integrity for thirty minutes has been determined.In both fire exposure scenarios stresses and lateral displacements in silo increases and exceeds their permissible limits as set up by IS 456:2000. Seven thicknesses (3 cm to 9 cm) of composite coating were analysed under External fire curve. It was found that they are capable of reducing the peak temperature of fire in range of 93.87% to 96.6% respectively. Minimum thickness of 5 cm (silo heated from one side) and 4 cm (silo heated from bottom) of coating is required, which efficiently controls the ill effects of fire on structure. KW - Compression damage KW - External fire curve KW - Finite element model KW - Gypsum with fibre glass insulation KW - RC silo KW - Residual stress KW - Sacrificial composite coating CR - 1. Chudzik, P., Kowalski, R., & Abramowicz, M. (2017). Strains of concrete in RC structures subjected to fire. Procedia engineering, 193, 377-384. https://doi.org/10.1016/j.proeng.2017.06.227 CR - 2. Agrawal, A., & Kodur, V. K. R. (2020). A novel experimental approach for evaluating residual capacity of fire damaged concrete members. Fire Technology, 56(2), 715-735. https://doi.org/10.1007/s10694-019-00900-1 CR - 3. Wróblewska, J., & Kowalski, R. (2020). Assessing concrete strength in fire-damaged structures. Construction and Building Materials, 254, 119122. https://doi.org/10.1016/j.conbuildmat.2020.119122 CR - 4. Khoury, G. A., Majorana, C. E., Pesavento, F., & Schrefler, B. A. (2002). Modelling of heated concrete. Magazine of concrete research, 54(2), 77-101. https://doi.org/10.1680/macr.2002.54.2.77 CR - 5. Al-Rousan, R. (2020). Optimum endurance time of reinforced concrete one way slab subjected to fire. Procedia Manufacturing, 44, 520-527. https://doi.org/10.1016/j.promfg.2020.02.260 CR - 6. Kowalski, R. (2010). Mechanical properties of concrete subjected to high temperature. Architecture Civil Engineering Environment, 3(2), 61-70. CR - 7. Chen, J., Young, B., & Uy, B. (2006). Behavior of high strength structural steel at elevated temperatures. Journal of structural engineering, 132(12), 1948-1954. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:12(1948) CR - 8. Aydın, F., Akyürek, M., Arslan, Ş., & Yılmaz, K. (2023). Effects of concrete cover thickness and concrete strength on temperature transfer in high temperature exposed FRP reinforced concrete. Revista de la construcción, 22(1), 242-258. https://doi.org/10.7764/RDLC.22.1.242 CR - 9. Klak, F. S., Jomaa'h, M., & Ahmad, S. (2022). Behavior of Reinforced Concrete Members Exposed to Fire. Tikrit Journal of Engineering Sciences, 29(4), 56-68. https://doi.org/10.25130/tjes.29.4.7 CR - 10. Kowalski, R., Głowacki, M., Wróblewska, J., Senatorska-Dobrowolska, M., & Smardz, P. (2025). Dangerous damage of RC structural members caused by thermal spalling of concrete during fire in an enclosed car park of residential building. Fire Safety Journal, 152, 104352. https://doi.org/10.1016/j.firesaf.2025.104352 CR - 11. Aliş, B., Yazici, C., & Mehmet Özkal, F. (2022). Investigation of fire effects on reinforced concrete members via finite element analysis. ACS omega, 7(30), 26881-26893. https://doi.org/10.1021/acsomega.2c03414 CR - 12. Matiaskova, L., Bilcik, J., & Soltesz, J. (2020). Failure analysis of reinforced concrete walls of cylindrical silos under elevated temperatures. Engineering Failure Analysis, 109, 104281. https://doi.org/10.1016/j.engfailanal.2019.104281 CR - 13. Arslan, Ş., & Aydın, F. (2023). Experimental Investigation of the Effects of Insulation Materials and Concrete Strength on Temperature Transitions in FRP Reinforced Structural Elements Under High Temperature. Gazi University Journal of Science Part C: Design and Technology, 11(1), 222-235. https://doi.org/10.29109/gujsc.1167810 CR - 14. European Committee for Standardization. (2002). Eurocode 1: Actions on structures – Part 1-2: General actions – Actions on structures exposed to fire (EN 1991-1-2). Brussels: CEN. CR - 15. Bureau of Indian Standards. (2000). IS 456: Plain and reinforced concrete – Code of practice. New Delhi: BIS. CR - 16. European Committee for Standardization. (2004). Eurocode 2: Design of concrete structures – Part 1-2: General rules – Structural fire design (EN 1992-1-2). Brussels: CEN. CR - 17. European Committee for Standardization. (2005). Eurocode 3: Design of steel structures – Part 1-2: General rules – Structural fire design (EN 1993-1-2). Brussels: CEN. CR - 18. Lee, J., & Fenves, G. L. (1998). Plastic-damage model for cyclic loading of concrete structures. Journal of engineering mechanics, 124(8), 892-900. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892) CR - 19. Benichou, N., Sultan, M. A., MacCallum, C., & Hum, J. (2001). Thermal properties of wood, gypsum and insulation at elevated temperatures. Fire Risk Management Program, Institute for Research in Construction, National Research Council of Canada, Ottawa. https://doi.org/10.4224/20378630 CR - 20. Bureau of Indian Standards. (1974). IS 4995 (Part 1): Criteria for design of reinforced concrete bins for the storage of granular and powdery materials – Part 1: General requirements and assessment of bin loads. New Delhi: BIS. CR - 21. Warwar, R. S., & Said, A. I. (2022). Mechanical Properties of Normal Strength Concrete Covered with Gypsum Layers and Exposed to High Temperatures (Fire Flame). In Geotechnical Engineering and Sustainable Construction: Sustainable Geotechnical Engineering (pp. 641-656). Singapore: Springer Singapore. https://doi.org/10.1007/978-981-16-6277-5_51 UR - https://doi.org/10.64808/engineeringperspective.1770076 L1 - https://dergipark.org.tr/en/download/article-file/5176882 ER -