Structural performance of unprotected concrete-filled steel hollow sections in fire: A review and meta-analysis of available test data |
Rush, David
(BRE Centre for Fire Safety Engineering, University of Edinburgh)
Bisby, Luke (BRE Centre for Fire Safety Engineering, University of Edinburgh) Jowsey, Allan (International Paint Ltd.) Melandinos, Athan (Arup Fire) Lane, Barbara (Arup Fire) |
1 | Stern-Gottfried, J., Law, A., Rein, G. and Torero, J. (2010), A performance based methodology using travelling fires for structural analysis. 8th International Conference on Performance-Based Codes & Fire Safety Design Methods, Lund, Sweden: SFPE, June. |
2 | Suzuki, T., Kimura, M., Kodaira, A. and Fushimi, M. (1985), "Experimental study on fire resistance of concrete filled square steel columns: Structural behaviour under constant axial force in fire (in Japanese)", Ed. AIJ, Journal of Structural and Construction Engineering, 350, 77-85. |
3 | Wang, Y.C. (2005), "Performance of steel-concrete composite structures in fire." Progress in Struct. Eng. Mater., 7(2): 86-102. doi:10.1002/pse.197. DOI ScienceOn |
4 | Wang, Y.C. and Davies, J.M. (2003), "An experimental study of the fire performance of non-sway loaded concrete-filled steel tubular column assemblies with extended end plate connections", J. Constr. Steel Res., 59(7), 819-838. doi:10.1016/S0143-974X(02)00092-5. DOI ScienceOn |
5 | Wang, Y.C. and Orton, A. (2008), "Fire resistant design of concrete filled tubular steel columns", Struct. Engineer, 7(October), 40-45. |
6 | Yin, J., Zha, X.X. and Li, L.Y. (2006), "Fire resistance of axially loaded concrete filled steel tube columns", J. Constr. Steel Res., doi:10.1016/j.jcsr.2005.11.011. |
7 | Zha, X.X. (2003), "FE analysis of fire resistance of concrete filled CHS columns", J. Constr. Steel Res., 59(6), 769-779. doi:10.1016/S0143-974X(02)00059-7. DOI ScienceOn |
8 | ACI. (2007), ACI 216.1M-07: Standard Method for Determining Fire Resistance of Concrete and Masonry Construction Assemblies, Detroit, USA. |
9 | ASCE. (1999), ASCE/SFPE 29: Standard Calculation Method for Structural Fire Protection, Reston, USA. |
10 | ASTM. (2007), ASTM E119: Standard test methods for fire tests of building construction and materials, West Conshohocken, USA. |
11 | Aribert, J.M., Renaud, C. and Zhao, B. (2008), "Simplified fire design for composite hollow-section columns", In Proceedings of the Institution of Civil Engineers - Structures and Buildings, 161(6), 325-336. doi:10.1680/stbu.2008.161.6.325. DOI ScienceOn |
12 | Beyler, C., Beitel, J., Iwankiw, N. and Lattimer, B. (2007), "Fire resistance testing for performance-based fire design of buildings", Fire Research, Massachusetts, USA. |
13 | Buchanan, A. (2002), Structural Design for Fire Safety, Chichester: Wiley. |
14 | CEN. (2005), BS EN 1994-1-2, Eurocode 4 Design of composite steel and concrete structures Part 1-2: Structural Fire Design, Brussels, Belgium. |
15 | CSA. (1994), CAN/CSA-S16.1-M94: Limit states design of steel structures, Toronto, Canada. |
16 | CEN. (2008), NA to BS EN 1994-1-2: UK National Annex to Eurocode 4: Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design, Brussels, Belgium. |
17 | CEN. (2009), BS EN 1991-1-2: Eurocode 1: Actions on structures Part 1-2: General Actions - Actions on structures exposed to fire, Brussels, Belgium. |
18 | CIDECT. (1976), Fire Resistance of Structural Hollow Sections, Final Report, CIDECT Programme 15 A, Croydon, UK. |
19 | Chabot, M., and Lie, T.T. (1992), Experimental studies on the fire resistance of hollow steel columns filled with bar- reinforced concrete - Internal Report No. 628, Ottawa, Canada: IRC-NRC Canada. |
20 | Chinese Military. (2000), GJB 4142-2000, part 1: Design code for Concrete Filled Steel Tubes with Square Sections, Beijing, PR China: Chinese PLA Press (in Chinese). |
21 | Chung, K.S., Park, S.H. and Choi, S.M. (2008), "Material effect for predicting the fire resistance of concretefilled square steel tube column under constant axial load", J. Constr. Steel Res., 64(12), 1505-1515. doi:10.1016/j.jcsr.2008.01.002. DOI ScienceOn |
22 | Communities and Local Government. (2007), Approved Document B - Volume 2 - Buildings other than Dwelling Houses, Buildings, London, UK. |
23 | DL/T. (1999), DL/T 5085-1999, Chinese design code for steel-concrete composite structures, Beijing, PR China: Chinese Electricity Press (in Chinese). |
24 | Ding, J. and Wang, Y.C. (2008), "Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire", J. Constr. Steel Res., 64(10), 1086-1102. doi:10.1016/j.jcsr. 2007.09.014. DOI ScienceOn |
25 | Ding, J., and Wang, Y.C. (2009), "Temperatures in unprotected joints between steel beams and concrete-filled tubular columns in fire", Fire Safety Journal, 44(1), 16-32. doi:10.1016/j.firesaf.2008.02.004. DOI ScienceOn |
26 | Edwards, M. (2000), The Performance in Fire of Fully Utilised Concrete Filled SHS Columns with External Fire Protection, In Proceedings of 9th International Symposia on Tubular Structures, Rotterdam. |
27 | Guobiao (SAC). (2005), GB 50045-95 Code for Fire Protection Design of Tall Buildings, Beijing, PR China: National Standard of The People's Republic of China (in Chinese). |
28 | Espinos, A., Hospitaler, A. and Romero, M.L. (2009), "Fire resistance of axially loaded slender concrete filled steel tubular columns - Development of a three-dimensional numerical model and comparison with Eurocode 4", Acta Polytechnica, 49(1), 39-43. |
29 | Grandjean, G., Grimault, J.P. and Petit, L. (1981a), CIDECT 15B Part 1 - Determination de la duree au few des profils creux remplis de beton, Paris, France: CIDECT. |
30 | Grandjean, G., Grimault, J.P. and Petit, L. (1981b), CIDECT 15B Part 2 - Determination de la duree au few des profils creux remplis de beton, Paris, France: CIDECT. |
31 | Han, L.H., Yang, Y.F. and Xu, L. (2003), "An experimental study and calculation on the fire resistance of concrete-filled SHS and RHS columns", J. Constr. Steel Res., 59(4), 427-452. doi:10. 1016/S0143-974X(02) 00041-X. DOI ScienceOn |
32 | Han, L.H., Zhao, X.L., Yang, Y.F. and Feng, J.B. (2003), "Experimental study and calculation of fire resistance of concrete-filled hollow steel columns", J. Struct. Eng., 129(3), 346. doi:10. 1061/(ASCE)0733-9445(2003)129:3(346). DOI ScienceOn |
33 | Hass, R., Ameler, J., Zies, H. and Lorenz, H. (2000), Fire resistance of hollow section composite columns with high strength concrete filling, final report 15P, Brunswick: CIDECT. |
34 | Hong, S. and Varma, A.H. (2009), "Analytical modelling of the standard fire behaviour of loaded CFT columns", J. Constr. Steel Res., 65(1), 54-69. doi:10.1016/j.jcsr.2008.04.008. DOI ScienceOn |
35 | ISO. (1975), ISO 834: Fire resistance tests-elements of building construction, Geneva, Switzerland. |
36 | Kim, D.K., Choi, S.M., Kim, J.H. and Chung, K.S. (2005), "Experimental study on fire resistance of concretefilled steel tube column under constant axial loads", Journal of Steel, 5, 305-313. |
37 | Kimura, M., Ohta, H., Kaneko, H. and Kodaira, A. (1990), "Fire resistance of concrete-filled square steel tubular columns subjected to combined loads", J. Struct. Constr. Eng., AIJ, 417, 372-379. |
38 | Kodur, V.K.R. (2007), "Guidelines for fire resistant design of concrete-filled steel HSS columns-state-of-the-art and research needs", International J. Steel Struct., 7(3), 173-182. |
39 | Klingsch, W. and Wittbecker, F.W. (1988), CIDECT 15G - Fire resistance of hollow section composite columns of small cross sections, Dusseldorf, Germany: CIDECT. |
40 | Kodur, V.K.R. (1999), "Performance-based fire resistance design of concrete-filled steel columns", J. Constr. Steel Res., 51(1), 21-36. DOI ScienceOn |
41 | Kodur, V.K.R. and Fike, R. (2009), "Response of concrete filled HSS columns in real fires", AISC Engineering Journal, 46(4), 243-257. |
42 | Kodur, V.K.R. and Latour, J.C. (2005), Experimental Studies on the Fire Resistance of Hollow Steel Columns Filled with High-Strength Concrete - Research Report 215, Ottawa, Canada: IRC-NRC Canada. |
43 | Kodur, V.K.R. and Lie, T.T. (1995), Experimental Studies on the Fire Resistance of Circular Hollow Steel Columns Filled with Steel-Fibre-Reinforced Concrete - Internal Report No. 691, Ottawa, Canada: IRC-NRC Canada. |
44 | Kodur, V.K.R. and Lie, T.T. (1996a), Experimental Studies on the Fire Resistance of Square Hollow Steel Columns Filled with Steel-Fibre-Reinforced Concrete - Internal Report No. 662, Ottawa, Canada: IRC-NRC Canada. |
45 | Kodur, V.K.R. and Lie, T.T. (1996b), "Fire resistance of circular steel columns filled with fibre-reinforced concrete", J. Struct. Eng., 122(7), 776-782. DOI ScienceOn |
46 | Kordina, K. and Klingsch, W. (1983), Fire resistance of composite columns of concrete filled hollow sections, Report 15C1/C2, Paris, France: CIDECT. |
47 | Law, A., Stern-Gottfried, J., Gillie, M. and Rein, G. (2011), "The influence of travelling fires on a concrete frame", Eng. Struct., 33(5), Elsevier Ltd. doi:10.1016/j.engstruct.2011.01.034. |
48 | Lennon, T., Moore, D.B., Wang, Y.C. and Bailey, C.G. (2007), Designers' guides to the Eurocodes, London, UK: Thomas Telford Publishing. |
49 | Lie, T.T. and Chabot, M. (1992), Experimental Studies on the Fire Resistance of Hollow Steel Columns Filled with Plain Concrete - Internal Report No. 611, Ottawa, Canada: IRC-NRC Canada. |
50 | Lu, H., Zhao, X.L. and Han, L.H. (2009), "Fire behaviour of high strength self-consolidating concrete filled steel tubular stub columns", J. Constr. Steel Res., 65(10-11), 1995-2010. doi:10.1016/j.jcsr. 2009.06.013. DOI ScienceOn |
51 | Myllymaki, J., Lie, T.T. and Chabot, M. (1994), Fire Resistance Tests of Square Hollow Steel Columns Filled with Reinforced Concrete - Internal Report No. 673, Ottawa, Canada: IRC-NRC Canada. |
52 | NBCC. (2005), National Building Code of Canada 2005, Ottawa, Canada: IRC-NRC Canada. |
53 | Park, S.H., Song, K., Chung, K.S. and Choi, S.M. (2008), "Characteristics analysis of the performance design equations for the fire resistance of concrete-filled steel tube columns", In Proceedings of the 5th International Conference in Structures In Fire (SiF '08), 584-593. Singapore, May. |
54 | Renaud, C. (2004), Improvement and extension of the simple calculation method for fire resistance of unprotected concrete filled hollow columns, CIDET Research Report 15Q. Paris, France: CIDECT. |
55 | Renaud, C. and D. Joyeux. (2001), Unprotected Concrete Filled Columns Fire Tests Verification of 15Q - CIDECT Research Report 15R, Paris, France: CIDECT. |
56 | Ruddy, J.L., Marlo, J.P., Ioannides, S.A. and Alfawakiri, F. (2003), Steel Design Guide 19: Fire resistance of structural steel framing, Chicago, USA. |
57 | Rush, D., Bisby, L., Melandinos, A. and Lane, B. (2011), "Fire resistance design of unprotected concrete filled steel hollow sections: Meta-analysis of available furnace test data", Fire Safety Sci., 10(June), 1549-1562. doi:10.3801/IAFSS.FSS.10-1549. DOI |
58 | Sakumoto, Y., Okada, T., Yoshida, M. and Tasaka, S. (1994), "Fire Resistance of Concrete-Filled, Fire-Resistant Steel-Tube Columns", J. Mater. in Civil Eng., 6(2), 169. DOI ScienceOn |
59 | Schaumann, P., Kodur, V.K.R. and Bahr, O. (2009), "Fire behaviour of hollow structural section steel columns filled with high strength concrete", J. Constr. Steel Res., 65(8-9), 1794-1802. doi:10.1016/j.jcsr.2009.04.013. DOI ScienceOn |
60 | Stanke, J. (1975), Uuber die Auswetung von Ergrebnissen ausgefurhrter Brandversuche mit Schlussfolgerungen und Vorschlag fur ein Versuchprogramm - Report 15C1, Berlin, Germany: CIDECT. |