Technical Papers
Mar 17, 2015

Simple Method for Predicting Temperatures in Insulated, FRP-Strengthened RC Members Exposed to a Standard Fire

Publication: Journal of Composites for Construction
Volume 19, Issue 6

Abstract

Fire safety is a significant concern for fiber-reinforced-polymer (FRP)–strengthened RC structures, particularly for indoor applications. To satisfy fire resistance requirements, fire insulation layers may be provided to protect FRP-strengthened RC members. This paper presents a simple, design-oriented method for predicting temperatures in insulated FRP-strengthened RC members under standard fire exposure. The proposed method consists of two sets of formulas: one set for predicting temperatures in unprotected FRP-strengthened RC members exposed to a standard fire; and another set to convert a fire insulation layer into an equivalent concrete layer. As a result, an insulated FRP-strengthened RC member can be analyzed as an unprotected RC member with an enlarged section for which a similar simple method has previously been established by these authors. In the present study, a finite element (FE) approach for the temperature analysis of insulated FRP-strengthened RC members was first developed and then verified using existing test data. Then the verified FE approach was employed in a parametric study to generate extensive numerical data, on which the second set of formulas were established. The proposed temperature prediction method is shown to provide accurate predictions of both FE results and test data of insulated FRP-strengthened RC members.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors are grateful for the financial support received from the National Basic Research Program of China (i.e., the 973 Program) (Project No. 2012CB026201) and the National Natural Science Foundation of China (NSFC) (Project Nos. 51408521 and 51478406). They are also grateful for a postdoctoral fellowship awarded to the first author by the Faculty of Construction and Environment of the Hong Kong Polytechnic University.

References

ABAQUS version 6.8 [Computer software]. Pawtucket, RI, Hibbitt, Karlsson, & Sorensen.
Abrams, M. S., and Gustaferro, A. H. (1969). “Fire endurance of two-course floors and roofs.” ACI J., 66(2), 92–102.
Abrams, M. S., and Gustaferro, A. H. (1972). “Fire endurance of prestressed concrete units coated with spray-applied insulation.” PCI J., 17(1), 82–103.
ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.”, Farmington Hills, MI.
Banerjee, D. K. (2013). “Uncertainties in steel temperatures during fire.” Fire Saf. J., 61, 65–71.
Barnes, R., and Fidell, J. (2006). “Performance in fire of small-scale CFRP strengthened concrete beams.” J. Compos. Constr., 503–508.
Biondini, F. M., and Nero, A. (2011). “Cellular finite beam element for nonlinear analysis of concrete structures under fire.” J. Struct. Eng., 543–558.
Bisby, L. A. (2003). “Fire behavior of fiber-reinforced polymer (FRP) reinforced or confined concrete.” Ph.D. thesis, Queen’s Univ., Kingston, ON, Canada.
Bisby, L. A., Green, M. F., and Kodur, V. K. R. (2005a). “Modeling the behavior of fiber reinforced polymer-confined concrete columns exposed to fire.” J. Compos. Constr., 15–24.
Bisby, L. A., Kodur, V. K. R., and Green, M. F. (2005b). “Fire endurance of fiber-reinforced polymer-confined concrete columns.” ACI Struct. J., 102(6), 883–891.
Blontrock, H., Taerwe, L., and Vandevelde, P. (2000). “Fire tests on concrete beams strengthened with fiber composite laminates.” Proc., 3rd Ph.D. Symp. in Civil Engineering, K. Bergmeister, ed., Institute of Structural Engineering, Univ. of Agricultural Sciences, Vienna, Austria, 151–161.
Blosfeld, J., and Kaundinya, I. (2011). “Latest development of structural fire protection for German road tunnels.” Proc., 2nd Int. RILEM Workshop on Concrete Spalling due to Fire Exposure, E. A. B. Koenders and F. Dehn, eds., RILEM Publications, Delft, Netherlands, 247–254.
BSI (British Standards Institution). (1995). “Eurocode 2: Design of concrete structures—Part 1-2: General rules—Structural fire design.”, London.
BSI (British Standards Institution). (2002). “Eurocode 1: Actions on structures—Part 1-2: General actions—Actions on structures exposed to fire.”, London.
BSI (British Standards Institution). (2004). “Eurocode 2: Design of concrete structures—Part 1-2: General rules—Structural fire design.”, London.
Capua, D. D., and Mari, A. R. (2007). “Nonlinear analysis of reinforced concrete cross sections exposed to fire.” Fire Saf. J., 42(2), 139–149.
Carslaw, H. S., and Jaeger, J. C. (1995). Conduction of heat in solids, 2nd Ed., Clarendon Press, Oxford, U.K.
Chowdhury, E. U., Bisby, L. A., Green, M. F., Benichou, N., and Kodur, V. K. R. (2012). “Heat transfer and structural response modelling of FRP confined rectangular concrete columns in fire.” Constr. Build. Mater., 32, 77–89.
Dai, J. G., Gao, W. Y., and Teng, J. G. (2013). “Bond-slip model for FRP laminates externally bonded to concrete at elevated temperature.” J. Compos. Constr., 217–228.
Dai, J. G., Gao, W. Y., and Teng, J. G. (2014). “Finite element modeling of insulated FRP-strengthened reinforced concrete beams exposed to fire.” J. Compos. Constr., 04014046.
Eikady, H., and Hasan, A. (2010). “Protection of reinforced concrete beams retrofitted by carbon fibre-reinforced polymer composites against elevated temperatures.” Can. J. Civ. Eng., 37(9), 1171–1178.
fib (Féderation International du Béton). (2001). “Externally bonded FRP reinforcement for RC structures.”, Lausanne, Switzerland.
Firmo, J. P., Correia, J. R., and Franca, P. (2012). “Fire behavior of reinforced concrete beams strengthened with CFRP laminates: Protection systems with insulation of the anchorage zone.” Compos. Part B Eng., 43(3), 1545–1556.
Gao, W. Y. (2013). “Fire resistance of FRP-strengthened RC beams: numerical simulation and performance-based design.” Ph.D. thesis, Hong Kong Polytechnic Univ., Hong Kong.
Gao, W. Y., Dai, J. G., and Teng, J. G. (2014). “A simplified approach for determining the temperature fields of concrete beams exposed to fire.” Adv. Struct. Eng., 17(4), 573–590.
Gao, W. Y., Dai, J. G., Teng, J. G., and Chen, G. M. (2013). “Finite element modeling of reinforced concrete beams exposed to fire.” Eng. Struct., 52, 488–501.
Griffis, C. A., Masmura, R. A., and Chang, C. I. (1981). “Thermal response of graphite epoxy composite subjected to rapid heating.” J. Compos. Mater., 15(5), 427–442.
Harmathy, T. Z. (1965). “Effect of moisture on the fire endurance of building elements.”, ASTM, Philadelphia, 74–95.
Hertz, K. (1981). “Simple temperature calculations of fire exposed concrete constructions.”, Institute of Building Design, Technical Univ. of Denmark, Lyngby, Denmark.
Hodhod, O. A., Rashad, A. M., Abdel-Razek, M. M., and Ragab, A. M. (2009). “Coating protection of loaded RC columns to resist elevated temperature.” Fire Saf. J., 44(2), 241–249.
Hollaway, L. C. (2011). “Key issues in the use of fibre-reinforced polymer (FRP) composites in the rehabilitation and retrofitting of concrete structures.” Service life estimation of civil engineering structures, V. M. Karbhari and L. S. Lee, eds., Woodhead Publishing, Cambridge, U.K.
Hollaway, L. C., and Teng, J. G. (2008). Strengthening and rehabilitation of civil infrastructures using fibre-reinforced polymer (FRP) composites, Woodhead, Cambridge, U.K.
Khoury, G. A. (2008). “Passive fire protection of concrete structures.” Proc. Inst. Civ. Eng. Struct. Build., 161(3), 135–145.
Kim, J. J., Lim, Y. M., Won, J. P., and Park, H. G. (2010). “Fire-resistant behavior of newly developed bottom-ash-based cementitious coating applied concrete tunnel lining under RABT fire loading.” Constr. Build. Mater., 24(10), 1984–1994.
Kodur, V. K. R., and Ahmed, A. (2010). “Numerical model for tracing the response of FRP-strengthened RC beams exposed to fire.” J. Compos. Constr., 730–742.
Kodur, V. K. R., Bisby, L. A., and Green, M. F. (2006). “Experimental evaluation of the fire behaviour of insulated fibre-reinforced-polymer-strengthened reinforced concrete columns.” Fire Saf. J., 41(7), 547–557.
Leone, M., Matthys, S., and Aiello, M. A. (2009). “Effect of elevated service temperature on bond between FRP EBR systems and concrete.” Compos. Part B Eng., 40(1), 85–93.
Li, G. Q., and Zhang, C. (2012). “Simple approach for calculating maximum temperature of insulated steel members in natural-fires.” J. Constr. Steel Res., 71, 104–110.
Melinek, S. J., and Thomas, P. H. (1987). “Heat flow to insulated steel.” Fire Saf. J., 12(1), 1–8.
Mouritz, A. P. (2006). “Durability of composites exposed to elevated temperature and fire.” Durability of composites for civil structural applications, V. M. Karbhari, ed., Woodhead, Cambridge, U.K.
Rodrigo, B. C., Jaoao, B. M., and Ricardo, H. F. (2010). “Interaction diagram for reinforced concrete sections subjected to fire.” Eng. Struct., 32(9), 2832–2838.
Schwartz, M. M. (1997). Composite materials, volume 1: Properties, non-destructive testing, and repair, Prentice Hall, NJ.
Shilin, A. A., Zevzdov, A. I., and Falikman, V. R. (2005). “Fire protection coating of reinforced concrete lining in Lefortovsky tunnel.” Proc., Int. Conf. Concrete for Transportation Infrastructure, R. K. Dhir, M. J. McCarthy, and S. Caliskan, eds., Thomas Telford, 307–312.
Stratford, T. J., Gillie, M., Chen, J. F., and Usmani, A. S. (2009). “Bonded fibre-reinforced polymer strengthening in a real fire.” Adv. Struct. Eng., 12(6), 867–878.
Teng, J. G., Chen, J. F., Smith, S. T., and Lam, L. (2002). FRP-strengthened RC structures, Wiley, Chichester, U.K.
Wang, P., Xia, J., and Du, Q. (2014). “Temperature distribution of steel columns protected by sprayed fire retardant coatings with three sides exposed to fire.” Fire Mater., in press.
Wang, Z. H., Au, S. K., and Tan, K. H. (2005). “Heat transfer analysis using a Green’s function approach for uniformly insulated steel members subjected to fire.” Eng. Struct., 27(10), 1551–1562.
Wickstrom, U. (1986). “A very simple method for estimating temperatures in fire exposed concrete structures.” New technology to reduce fire losses and costs, S. J. Grayson and D. A. Smith, eds., Elsevier Applied Science, London, 186–194.
Wickstrom, U., and Hadziselimovic, E. (1996). “Equivalent concrete layer thickness of a fire protection insulation layer.” Fire Saf. J., 26(4), 295–302.
Williams, B. (2004). “Fire performance of FRP-strengthened reinforced concrete flexural members.” Ph.D. thesis, Queen’s Univ., Kingston, ON, Canada.
Williams, B., Bisby, L., Kodur, V. K. R., Green, M. F., and Chowdhury, E. (2006). “Fire insulation schemes for FRP-strengthened concrete slabs.” Compos. Part A Appl. Sci. Manuf., 37(8), 1151–1160.
Williams, B., Kodur, V. K. R., Green, M. F., and Bisby, L. (2008). “Fire endurance of fiber-reinforced polymer strengthened concrete T-beams.” ACI Struct. J., 105(1), 60–67.
Wong, M. B., and Ghojel, J. I. (2003). “Sensitivity analysis of heat transfer formulations for insulated structural steel components.” Fire Saf. J., 38(2), 187–201.
Wu, B., Xiong, W., and Wen, B. (2014). “Thermal fields of cracked concrete members in fire.” Fire Saf. J., 66, 15–24.
Zhang, C., Li, G. Q., and Wang, Y. C. (2012). “Sensitivity study on using different formulae for calculating the temperature of insulated steel members in natural fires.” Fire Technol., 48(2), 343–366.
Zhou, X., and Zhang, J. (2003). “A theoretical study of the effect of coatings on concrete members under fire.” Mag. Concr. Res., 55(2), 143–149.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 19Issue 6December 2015

History

Received: Aug 3, 2014
Accepted: Jan 6, 2015
Published online: Mar 17, 2015
Discussion open until: Aug 17, 2015
Published in print: Dec 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China. E-mail: [email protected]
Jian-Guo Dai [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author). E-mail: [email protected]
J. G. Teng, M.ASCE [email protected]
Chair Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share