Analysis of the Resistance of Steel Materials in Building Structures Against Fire and the Effectiveness of Fireproofing Systems on Steel Structures in High-Rise Buildings

Authors

  • Rizqi Valiant Universitas Internasional Batam
  • Jody Martin Ginting Universitas Internasional Batam
  • Ade Jaya Saputra Universitas Internasional Batam

DOI:

https://doi.org/10.37253/jcep.v6i2.11101

Keywords:

Building, Fire, Fireproofing, Steel, Structural

Abstract

This study aims to determine the fire resistance of steel materials and analyze the type and thickness of fireproofing systems on the fire resistance of steel structures in high-rise buildings and modules in the oil & gas sector. The main problem to be solved is how this fireproofing system can extend the time of steel resistance to high temperatures before experiencing structural failure and can provide evacuation time. This study uses a quantitative approach with a post-test-only control group experimental design. The research sample consists of steel specimens coated with two types of protective materials, namely intumescent fireproofing and cementitious fireproofing with three different thicknesses (10 mm, 20 mm, and 30 mm). Data collection was carried out through direct testing of resistance time, temperature increase, and structural changes in the steel material. The test results show that steel specimens without fireproofing will experience structural failure in approximately 60 minutes. Meanwhile, steel coated with a 30 mm thick intumescent fireproofing layer can last up to 120 minutes, while a 30 mm thick cementitious fireproofing layer shows the same resistance as intumescent. Quadratic regression analysis and Fourier conduction law show a positive relationship between increasing coating thickness and fire-resistant time. This study concludes that the implementation of appropriate fire-resistance systems can improve the durability of steel in high-rise buildings and oil and gas modules, extend evacuation times, and reduce the risk of structural collapse. These findings significantly contribute to fire safety policy and fire-resistant building design practices.

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References

[1] N. O. Akinci, K. Parvathaneni, A. Kumar, H.-S. Kim, M. Stahl, and X. Dai, “Advanced Fire Integrity Analysis and PFP Optimization Methods for Petrochemical Facilities,” in Annual International Symposium, Texas: College Station, 2018.

[2] S. Dashti, B. O. Caglayan, and N. Dashti, “Post-Earthquake Fire Resistance in Structures: A Review of Current Research and Future Directions,” Applied Sciences, vol. 15, no. 6, p. 3311, Mar. 2025, doi: 10.3390/app15063311.

[3] Z. Bin, “Fire resistance assessment of steel structures Basic design methods Worked examples Fire resistance assessment of steel structures Basic design methods of EN1993-1-2 Fire part of Eurocode 3,” American Institute of Steel Construction, no. November, p. 610, 2010.

[4] L. B. Andersen, D. Häger, S. Maberg, M. B. Næss, and M. Tungland, “The financial crisis in an operational risk management context - A review of causes and influencing factors,” in Reliability Engineering and System Safety, Sep. 2012, pp. 3–12. doi: 10.1016/j.ress.2011.09.005.

[5] M. Gravit, I. Dmitriev, N. Shcheglov, and A. Radaev, “Oil and Gas Structures: Forecasting the Fire Resistance of Steel Structures with Fire Protection under Hydrocarbon Fire Conditions,” Fire, vol. 7, no. 6, p. 173, May 2024, doi: 10.3390/fire7060173.

[6] V. Sadkovyi et al., “FIRE RESISTANCE OF REINFORCED CONCRETE AND STEEL STRUCTURES,” p., 2021, doi: 10.15587/978-617-7319-43-5.

[7] P. S. Nugroho, Y. Latief, and W. Wibowo, “Structural Equation Modelling For Improving Fire Safety Reliability through Enhancing Fire Safety Management on High-Rise Building,” International Journal of Technology, vol. 13, no. 4, pp. 740–750, 2022, doi: 10.14716/ijtech.v13i4.5517.

[8] U. Barua, H. Han, M. Mojtahedi, and M. A. Ansary, “Integration of Proactive Building Fire Risk Management in the Building Construction Sector: A Conceptual Framework to Understand the Existing Condition,” Nov. 01, 2024, Multidisciplinary Digital Publishing Institute (MDPI). doi: 10.3390/buildings14113372.

[9] T. Gernay and N. Khorasani, “Recommendations for performance-based fire design of composite steel buildings using computational analysis,” J Constr Steel Res, vol. 166, p. 105906, 2020, doi: 10.1016/j.jcsr.2019.105906.

[10] Y. Shen, Q. Wang, Q. Zhou, X. Li, and Z. Xiang, “Experimental Study on Fire Resistance of Geopolymer High-Performance Concrete Prefabricated Stairs,” Buildings, vol. 14, no. 12, p. 3783, Nov. 2024, doi: 10.3390/buildings14123783.

[11] Y. Yang, L. Haurie, and D.-Y. Wang, “Bio-based materials for fire-retardant application in construction products: a review,” Journal of Thermal Analysis and Calorimetry, vol. 147, no. 12, pp. 6563–6582, Jun. 2022, doi: 10.1007/s10973-021-11009-5.

[12] H. Kang and O.-S. Kweon, “Behavior and Performance Analysis of Fire Protection Materials Applied to Steel Structures According to Exposed Temperatures,” Materials, vol. 18, no. 6, p. 1285, Mar. 2025, doi: 10.3390/ma18061285.

[13] Schön, “Division of Fire Safety Engineering | Department of Building and Environmental Technology,” LTH, Faculty of Engineering. Accessed: Aug. 01, 2025. [Online]. Available: https://www.buildtech.lth.se/fire-safety-engineering

[14] Y. Zhong, O. Zhao, and L. Gardner, “Experimental and numerical investigation of S700 high strength steel CHS beam–columns after exposure to fire,” Thin-Walled Structures, vol. 175, Jun. 2022, doi: 10.1016/j.tws.2022.109248.

[15] B. Deng, L. Lu, X. Qian, Q. Kang, and L. Fu, “Research on the influence of driving gas types in compound jet on extinguishing the pool fire,” J Hazard Mater, vol. 363, pp. 152–160, Feb. 2019, doi: 10.1016/j.jhazmat.2018.09.050.

[16] K. Kubicka, U. Pawlak, and U. Radoń, “Influence of the Thermal Insulation Type and Thickness on the Structure Mechanical Response Under Fire Conditions,” Applied Sciences, vol. 9, no. 13, p. 2606, Jun. 2019, doi: 10.3390/app9132606.

[17] T. Le, M. A. Bradford, X. Liu, and H. R. Valipour, “Buckling of welded high-strength steel I-beams,” J Constr Steel Res, vol. 168, May 2020, doi: 10.1016/j.jcsr.2020.105938.

[18] M. Yasir, F. Ahmad, P. S. M. M. Yusoff, S. Ullah, and M. Jimenez, “Latest trends for structural steel protection by using intumescent fire protective coatings: a review,” Surface Engineering, vol. 36, no. 4, pp. 334–363, Apr. 2020, doi: 10.1080/02670844.2019.1636536.

[19] O. Zybina and M. Gravit, Problematic Issues of Applying and Using Intumescent Coatings. 2020. doi: 10.1007/978-3-030-59422-0_5.

[20] R. G. Gewain, N. R. Iwankiw, and R. G. Gewain, Fire: Facts For Steel Buildings, First Prin. Canda: Canadian Institute of Steel Construction, 2006.

[21] T. Nazrun, M. K. Hassan, M. R. Hasnat, M. D. Hossain, B. Ahmed, and S. Saha, “A Comprehensive Review on Intumescent Coatings: Formulation, Manufacturing Methods, Research Development, and Issues,” Fire, vol. 8, no. 4, p. 155, Apr. 2025, doi: 10.3390/fire8040155.

[22] M. Gravit, I. Dmitriev, N. Shcheglov, and A. Radaev, “Oil and Gas Structures: Forecasting the Fire Resistance of Steel Structures with Fire Protection under Hydrocarbon Fire Conditions,” Fire, p., 2024, doi: 10.3390/fire7060173.

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Published

2026-01-05

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