Effect of Insulation Properties on the Fire Resistance Rating of Steel Beams

International Journal of Civil Engineering
© 2025 by SSRG - IJCE Journal
Volume 12 Issue 12
Year of Publication : 2025
Authors : Riza Suwondo, Made Suangga, Religiana Hendarti
pdf
How to Cite?

Riza Suwondo, Made Suangga, Religiana Hendarti, "Effect of Insulation Properties on the Fire Resistance Rating of Steel Beams," SSRG International Journal of Civil Engineering, vol. 12,  no. 12, pp. 59-64, 2025. Crossref, https://doi.org/10.14445/23488352/IJCE-V12I12P105

Abstract:

Steel’s strength and lightness make it a prime material for modern construction. Nevertheless, and importantly, their load-bearing structure poses unique challenges when exposed to elevated temperatures, demanding comprehensive attention to effective temperature control. Passive fire protection systems are regularly deployed, though their efficacy largely pivots on material dimensions, thermal insulation capacity, and moisture saturation. This study sought to determine these parameters and their effects on the fire resistance ratings assigned to steel beams. A simply supported steel beam was evaluated under standard fire exposure conditions. The ECCS best-fit method was used to estimate the duration for the critical steel temperature to be reached, and the insulation thickness was between 0 mm (unprotected) and 40 mm (protected). Individual and cumulative effects were studied under two thermal conductivity conditions (0.1 and 0.2 W/mK) and moisture levels (0% and 15%). Fire resistance rating correlated with insulation thickness as predicted. Increasing insulation thickness above 20 to 25 mm resulted in diminishing returns. The performance was notably superior under lower thermal conductivity conditions, and the 0.1 W/mK provided 70% additional fire resistance as opposed to 0.2 W/mK for equivalent insulation thickness. Moisture content of 15% improved predicted fire resistance due to some of the latent heat effects during evaporation, although this benefit was temporary and dependent on the prevailing conditions. There is a more effective way of addressing this issue. Rather than simply increasing the insulation thickness, using insulation materials with lower thermal conductivity is a better approach, and moisture content should be addressed in the design. The findings provide guidance on fire protection systems of steel structures, which is a considerable improvement on the design.

Keywords:

Steel beam, Fire resistance rating, Standard fire, Parametric fire, Passive fire protection.

References:

[1] Shenggang Fan et al., “Numerical Investigation on Fire Resistance of Stainless Steel Columns with Square Hollow Section under Axial Compression,” Thin-Walled Structures, vol. 98, pp. 185-195, 2016.
[CrossRef] [Google Scholar] [Publisher Link]
[2] Kuo-Chen Yang, Hung-Hsin Lee, and Olan Chan, “Performance of Steel H Columns Loaded under Uniform Temperature,” Journal of Constructional Steel Research, vol. 62, no. 3, pp. 262-270, 2006.
[CrossRef] [Google Scholar] [Publisher Link]
[3] Chao Zhang et al., “Behavior of Axially Loaded Steel Short Columns Subjected to a Localized Fire,” Journal of Constructional Steel Research, vol. 111, pp. 103-111, 2015.
[CrossRef] [Google Scholar] [Publisher Link]
[4] M. Gillie, A.S. Usmani, and J.M. Rotter, “A Structural Analysis of the First Cardington Test,” Journal of Constructional Steel Research, vol. 57, pp. 581-601, 2001.
[CrossRef] [Google Scholar] [Publisher Link]
[5] Guillermo Segura, Itsaso Arrayago, and Enrique Mirambell, “Plastic Redistribution Capacity of Stainless Steel Frames in Fire,” Journal of Constructional Steel Research, vol. 208, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[6] Samantha Foster et al., “Thermal and Structural Behaviour of a Full-Scale Composite Building Subject to a Severe Compartment Fire,” Fire Safety Journal, vol. 42, no. 3, pp. 183-199, 2007.
[CrossRef] [Google Scholar] [Publisher Link]
[7] F. Wald et al., “Experimental Behaviour of a Steel Structure under Natural Fire,” Fire Safety Journal, vol. 41, no. 7, pp. 509-522, 2006.
[CrossRef] [Google Scholar] [Publisher Link]
[8] G. Segura et al., “Numerical Simulation and Analysis of Stainless Steel Frames at High Temperature,” Engineering Structures, vol. 227, 2021.
[CrossRef] [Google Scholar] [Publisher Link]
[9] Guobiao Lou et al., “Fire-Induced Progressive Collapse of 3D Steel Portal Frames,” Procedia Engineering, vol. 210, pp. 537-543, 2017.
[CrossRef] [Google Scholar] [Publisher Link]
[10] Y. Wang et al., “A Fire Test on Continuous Reinforced Concrete Slabs in a Full-Scale Multi-Story Steel-Framed Building,” Fire Safety Journal, vol. 61, pp. 232-242, 2013.
[CrossRef] [Google Scholar] [Publisher Link]
[11] Guobiao Lou et al., “Experimental and Numerical Study on Thermal-Structural Behavior of Steel Portal Frames in Real Fires,” Fire Safety Journal, vol. 98, pp. 48-62, 2018.
[CrossRef] [Google Scholar] [Publisher Link]
[12] Guo-Qiang Li et al., “Experimental and Numerical Study on Collapse Modes of Single Span Steel Portal Frames Under Fire,” Engineering Structures, vol. 245, 2021.
[CrossRef] [Google Scholar] [Publisher Link]
[13] Guobiao Lou et al., “Fire Tests on Full-Scale Steel Portal Frames against Progressive Collapse,” Journal of Constructional Steel Research, vol. 145, pp. 137-152, 2018.
[CrossRef] [Google Scholar] [Publisher Link]
[14] C.V. Manoj Kumara et al., “The Collapse Mechanism of Steel Framed Structure Exposed to Parametric Design Fire and Travelling Fire Scenarios,” Materials Today: Proceedings, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[15] R. Sridhar, and H.C. Guruprasad, “Nonlinear Analysis of Multi-Storied Steel Framed Structure under Fire Loads,” Materials Today: Proceedings, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[16] Yiwen Wu et al., “Scale Test of Large Space Stainless Steel Structure Subjected to Natural Fire,” Journal of Constructional Steel Research, vol. 210, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[17] Andrew H. Buchanan, and Anthony K. Abu, Structural Design for Fire Safety, John Wiley & Son, UK, 2001.
[CrossRef] [Google Scholar] [Publisher Link]
[18] Zeqiao Luo et al., “Mechanical Properties of Stainless-Clad Bimetallic Steel in the Fire Decay Phase,” Journal of Building Engineering, vol. 108, 2025.
[CrossRef] [Google Scholar] [Publisher Link]
[19] Weiyong Wang, Zhuofan Li, and Siqi Li, “Post-Fire Residual Mechanical Properties of High Strength Q960 Steel Considering Tensile Stress in Fire,” Journal of Constructional Steel Research, vol. 229, 2025.
[CrossRef] [Google Scholar] [Publisher Link]
[20] Wei-Yong Wang, Guo-Qiang Li, and Venkatesh Kodur, “Approach for Modeling Fire Insulation Damage in Steel Columns,” Journal of Structural Engineering, vol. 139, no. 4, pp. 491-503, 2013.
[CrossRef] [Google Scholar] [Publisher Link]
[21] Beril Oğuz et al., “Evaluating the Impact of Testing Conditions on Intumescent Coatings’ Fire Performance: A Comparison of Laboratory-Scale and Industrial-Scale Experiments,” Fire Safety Journal, vol. 153, 2025.
[CrossRef] [Google Scholar] [Publisher Link]
[22] Kun Meng et al., “Post-Fire Behaviour of Prefabricated Cruciform Fireproof Board and Thin Concrete Encased Steel Columns: Test, Simulation and Machine Learning-Based Modelling,” Journal of Building Engineering, vol. 108, 2025.
[CrossRef] [Google Scholar] [Publisher Link]
[23] Qian Zhang, and Victor C. Li, “Ductile Cement-Based Spray-Applied Fire-Resistive Materials,” Journal of Structural Fire Engineering, vol. 7, no. 2, pp. 114-125, 2016.
[CrossRef] [Google Scholar] [Publisher Link]
[24] Venkatesh Kodur, and Amir Arablouei, “Effective Properties of Spray-Applied Fire-Resistive Material for Resistance to Cracking and Delamination from Steel Structures,” Construction and Building Materials, vol. 84, pp. 367-376, 2015.
[CrossRef] [Google Scholar] [Publisher Link]
[25] ISO 834-10:2014, Fire Resistance Tests - Elements of Building Construction - Part 10: Specific Requirements to Determine the Contribution of Applied Fire Protection Materials to Structural Steel Elements, 2014. [Online]: Available: https://www.iso.org/obp/ui/en/#iso:std:iso:834:-10:ed-1:v1:en
[26] Eurocode 1: Actions on Structures. Part 1-2: General Actions. Actions on Structures Exposed to Fire, British Standard Institute, London, UK, 2002. [Online]: Available: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1991.1.2.2002.pdf
[27] Ilias Thanasoulas et al., “The Finite Element Method for Evaluating the Fire Behavior of Steel Structures,” Journal of Structural Fire Engineering, vol. 14, no. 2, pp. 185-201, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[28] Min Gyu Ryu et al., “Finite Element Modeling for the Progressive Collapse Analysis of Steel Stiffened-Plate Structures in Fires,” Thin-Walled Structures, vol. 159, 2021.
[CrossRef] [Google Scholar] [Publisher Link]
[29] Anthony P. Hamins et al., “Experiments and Modeling of Unprotected Structural Steel Elements Exposed to a Fire,” Fire Safety Science, Proceedings, Eighth (8th) International Symposium, International Association for Fire Safety Science (IAFSS), Beijing, pp. 189-200, 2005.
[Google Scholar] [Publisher Link]
[30] ECCS 1985 Design Manual on the European Recommendations for the Fire Safety of Steel Structures, European Commission for Constructional Steelwork, 1985. [Online]: Available: https://www.tucsa.org/download/yayinlar/kitaplar/No035.pdf