Technical Papers
Oct 18, 2021

Temperature Attained in Intumescent Coating–Protected Concrete-Filled Circular Steel Tubular Sections under the Standard Fire Condition

Publication: Journal of Structural Engineering
Volume 148, Issue 1

Abstract

This paper presents the results of an experimental and numerical investigation to obtain a simplified analytical method to calculate intumescent coating thermal conductivity and temperatures of intumescent coating–protected concrete-filled circular steel tubular sections by using an equivalent section factor for the steel section without concrete infill. An important test of correctness of the equivalent steel section factor is that when the resulting thermal conductivity of the intumescent coatings is used in numerical modeling of concrete-filled sections, the steel and concrete core temperatures can be accurately calculated. This paper first reports the experimental results of 32 fire tests conducted on intumescent coating–protected concrete-filled circular sections; experimental variables included coating thickness and circular section dimensions. The fire test results are then used to assess the the accuracy of two existing methods of calculating the equivalent steel section factor. These methods were shown to give a wide range of effective thermal conductivity–temperature relationships for the same intumescent coating and not being able to accurately predict the steel and concrete core temperatures consistently. This paper then proposes a new equation to calculate the equivalent steel section factor, which is demonstrated to be able to more accurately predict the temperatures of intumescent coating–protected concrete-filled steel sections.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This project was funded by the Engineering and Physical Sciences Research Council (EPSRC) and the University of Manchester through an Impact Acceleration Account project (Grant No. 100626). The authors would like to thank contributions of the sponsoring companies: Tata Steel Europe (Mr. Steve Whitfield), Sherwin Williams (Mr. Carl Burrell), and Tremco Illbruck Coatings Ltd. (Dr. Simon Jones).

References

Albero, V., A. Espinos, M. L. Romero, A. Hospitaler, G. Bihina, and C. Renaud. 2016. “Proposal of a new method in EN1994-1-2 for the fire design of concrete-filled steel tubular columns.” Eng. Struct. 128 (Dec): 237–255. https://doi.org/10.1016/j.engstruct.2016.09.037.
Bartholmai, M., R. Schriever, and B. Schartel. 2003. “Influence of external heat flux and coating thickness on the thermal insulation properties of two different intumescent coatings using cone calorimeter and numerical analysis.” Fire Mater. 27 (4): 151–162. https://doi.org/10.1002/fam.823.
BSI (British Standard Institution). 2012a. Fire resistance tests—Part1: General requirements. EN1363-1. London: BSI.
BSI (British Standard Institution). 2012b. Test methods for determining the contribution to the fire resistance of structural members. Applied protection to concrete filled hollow steel columns BSI. BS EN 13381-6. London: BSI.
BSI (British Standard Institution). 2013. Test methods for determining the contribution to the fire resistance of structural members—Part 8. BS EN 13381-8. London: BSI.
CEN (European Committee for Standardization). 1994. Eurocode 4: Design of composite steel and concrete structures—Part 1–2: General rules—Structural fire design. ENV 1994-1-2. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 1995. Eurocode 2: Design of concrete structures—Part 1–2: General rules-Structural fire design. ENV 1992-1-2. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2002. Eurocode 1: Action on structures—Part 1–2: General actions—Actions on structures exposed to fire. EN 1991-1-2. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2005. Eurocode 3: Design of steel structures—Part 1–2 General rules Structural fire design. EN1993-1-2. Brussels, Belgium: CEN.
Cirpici, B. K., Y. Wang, and B. Rogers. 2016a. “Assessment of the thermal conductivity of intumescent coatings in fire.” Fire Saf. J. 81 (Apr): 74–84. https://doi.org/10.1016/j.firesaf.2016.01.011.
Cirpici, B. K., Y. Wang, B. Rogers, and S. Bourbigot. 2016b. “A theoretical model for quantifying expansion of intumescent coating under different heating conditions.” Polymer Eng. Sci. 56 (7): 798–809. https://doi.org/10.1002/pen.24308.
Ding, J. 2007. Behaviour of restraint concrete filled tubular (CFT) columns and their joints in fire. Manchester, UK: Univ. of Manchester.
Ding, J., and Y. C. Wang. 2008. “Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire.” J. Constr. Steel Res. 64 (10): 1086–1102. https://doi.org/10.1016/j.jcsr.2007.09.014.
Edwards, M. 1998. Reinstatment of concrete filled structural hollow section columns after short duration fires—Phase 2: Standard fire tests on full size columns. Seattle: Allen Institute for Artificial Intelligence.
Espinos, A., M. L. Romero, and A. Hospitaler. 2010. “Advanced model for predicting the fire response of concrete filled tubular columns.” J. Constr. Steel Res. 66 (8–9): 1030–1046. https://doi.org/10.1016/j.jcsr.2010.03.002.
Ghojel, J. 2004. “Experimental and analytical technique for estimating interface thermal conductance in composite structural elements under simulated fire conditions.” Exp. Therm. Fluid Sci. 28 (4): 347–354. https://doi.org/10.1016/S0894-1777(03)00113-4.
Han, L.-H., F. Chen, F.-Y. Liao, Z. Tao, and B. Uy. 2013. “Fire performance of concrete filled stainless steel tubular columns.” Eng. Struct. 56 (Nov): 165–181. https://doi.org/10.1016/j.engstruct.2013.05.005.
Ibañez, C., J. V. Aguado, M. L. Romero, A. Espinos, and A. Hospitaler. 2015. “Fire design method for concrete filled tubular columns based on equivalent concrete core cross-section.” Fire Saf. J. 78 (Nov): 10–23. https://doi.org/10.1016/j.firesaf.2015.07.009.
Kodur, V. K. R., and J. C. Latour. 2005. Experimental studies on the fire resistance of hollow steel columns filled with high-strength concrete. Ottawa: National Research Council Canada.
Renaud, C., J. Aribert, and B. Zhao. 2003. “Advanced numerical model for the fire behaviour of composite columns with hollow steel section.” Steel Comp. Struct. 3 (2): 75–95. https://doi.org/10.12989/scs.2003.3.2.075.
Renaud, C., D. Joyeux, and J. Kruppa. 2004. “Improvement and extension of the simple calculation method for fire resistance of unprotected concrete filled hollow columns.” In CIDECT Research Project 15Q-12/03. Saint-Rémy-lès-Chevreuse, France: Centre Technique Industriel de la Construction Métallique.
Renaud, C., and J. Kruppa. 2004. Unprotected concrete filled columns fire tests—Verification of 15Q. Zürich: Institut für Baustatik und Konstruktion.
Rush, D. 2013. “Fire performance of unprotected and protected concrete filled structural hollow sections.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Edinburgh.
Rush, D., L. Bisby, M. Gillie, A. Jowsey, and B. Lane. 2014a. “Design of intumescent fire protection for concrete filled structural hollow sections.” Fire Saf. J. 67 (Jul): 13–23. https://doi.org/10.1016/j.firesaf.2014.05.004.
Rush, D. I., L. A. Bisby, and A. Jowsey. 2014b. “Evaluating design guidance for intumescent fire protection of concrete filled steel hollow sections.” In Proc., 8th Int. Conf. on Structures in Fire Structures in Fire (SIF), 1071–1078. Edinburgh, Scotland: Univ. of Edinburgh.
Song, Q.-Y., L.-H. Han, K. Zhou, and Y. Feng. 2018. “Fire resistance of circular concrete-filled steel tubular (CFST) column protected by intumescent coating.” J. Constr. Steel Res. 147 (Aug): 154–170. https://doi.org/10.1016/j.jcsr.2018.03.038.
Tao, Z., and M. Ghannam. 2013. “Heat transfer in concrete-filled carbon and stainless steel tubes exposed to fire.” Fire Saf. J. 61 (Oct): 1–11. https://doi.org/10.1016/j.firesaf.2013.07.004.
Wang, Y., U. Göransson, G. Holmstedt, and A. Omrane. 2005. “A model for prediction of temperature in steel structure protected by intumescent coating, based on tests in the cone calorimeter.” Fire Safety Sci. 8: 235–246.
Wang, Y. C. 2014. NCCI: Design of reinforced concrete filled, hot finished structural steel hollow sections in fire. London: Tata Steel Europe.
Wang, Y. C., I. Burgess, F. E. Wald, and M. Gillie. 2012. Performance-based fire engineering of structures. London: Taylor & Francis.
Wang, Y. C., and A. H. Orton. 2008. “Fire resistant design of concrete filled tubular steel columns.” Struct. Eng. 7: 40–45.
Zhang, Y., Y. C. Wang, C. G. Bailey, and A. P. Taylor. 2012. “Global modelling of fire protection performance of intumescent coating under different cone calorimeter heating conditions.” Fire Saf. J. 50 (May): 51–62. https://doi.org/10.1016/j.firesaf.2012.02.004.
Zhang, Y., Y. C. Wang, C. G. Bailey, and A. P. Taylor. 2013. “Global modelling of fire protection performance of an intumescent coating under different furnace fire conditions.” J. Fire Sci. 31 (1): 51–72. https://doi.org/10.1177/0734904112453566.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 1January 2022

History

Received: Feb 21, 2021
Accepted: May 17, 2021
Published online: Oct 18, 2021
Published in print: Jan 1, 2022
Discussion open until: Mar 18, 2022

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Authors

Affiliations

Technical Manager, Structures and Facades, Warringtonfire, Holmesfield Rd., Warrington, Cheshire WA1 2DS, UK (corresponding author). ORCID: https://orcid.org/0000-0002-5371-7879. Email: [email protected]
Professor, Dept. of Structural Engineering, Univ. of Manchester, Oxford Rd., Manchester M13 9PL, UK. Email: [email protected]
General Manager, Fire and Building Products NE/SE Asia, Element Materials Technology, Warringtonfire, Unit C, 18/F, Infotech Centre, 21 Hung To Rd., Kowloon, Hong Kong SAR. Email: [email protected]

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Cited by

  • Study of I-Shape Steel Beams Subjected to Combined Fire and Impact Loading and Failure Assessment Method, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12855, 150, 5, (2024).
  • Temperature field of intumescent coating protected concrete-filled steel tubular columns under fire, Journal of Constructional Steel Research, 10.1016/j.jcsr.2022.107695, 201, (107695), (2023).

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