Behavior of steel beam to concrete-filled steel tubular column connections after exposure to fire

Journal of Structural Engineering

Volumn 133, Issue 6, 2007, Pages 800-814

  Han, Lin Hai ^a   Huo, Jing Si ^b   Wang, Yong Chang ^c  

^a TSINGHUA UNIVERSITY   (China)

^b HUNAN UNIVERSITY   (China)

^c UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Beams; Columns; Concrete; Connections; Failure modes; Fire safety; Steel

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; CONNECTORS (STRUCTURAL); FINITE ELEMENT METHOD; FIRE PROTECTION; FIRES; MATHEMATICAL MODELS; TUBULAR STEEL STRUCTURES;

CONCRETE FILLED STEEL TUBULAR (CFST) COLUMN; ELASTOPLASTIC FINITE ELEMENT THEORY; FINITE ELEMENT ANALYSIS MODELS; FIRE DURATION TIME; FIRE SAFETY;

STEEL BEAMS AND GIRDERS;

EID: 34248589907     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:6(800)     Document Type: Article

References (36)

1. AISC. (2002). Seismic provisions for structural steel buildings, LRFD, AISC, Chicago.
2. Alostaz, Y. M., and Schneider, S. P. (1996). " Analytical behavior of connections to concrete-filled steel tubes.. " J. Constr. Steel Res., 40 (2), 95-127.
3. Applied Technology Council (ATC). (1992). Guidelines for cyclic seismic testing of components of steel structures, ATC, Redwood City, Calif.
4. Azizinamini, A., and Schneider, S. P. (2004). " Moment connections to circular concrete-filled steel tube columns.. " J. Struct. Eng., 130 (2), 213-222.
5. Chen, W. F., Goto, Y., and Liew, J. Y. R. (1996). Stability design of semirigid frames, Wiley, New York.
6. Falke, J. (1993). " Comparison of simple calculation methods for the fire design of composite columns and beams.. " Proc., Engineering Foundation Conf. on Composite Construction in Steel and Concrete II, ASCE, New York, 226-241.
7. Han, L. H. (2001). " Fire performance of concrete filled steel tubular beam-columns.. " J. Constr. Steel Res., 57 (6), 695-709.
8. Han, L. H., and Huo, J. S. (2003). " Concrete-filled Hollow Structural Steel columns after exposure to ISO-834 fire standard.. " J. Struct. Eng., 129 (1), 68-78.
9. Han, L. H., Huo, J. S., and Wang, Y. C. (2005). " Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire.. " J. Constr. Steel Res., 61 (7), 882-901.
10. Han, L. H., and Lin, X. K. (2004). " Tests on cyclic behavior of concrete-filled hollow structural steel columns after exposure to ISO-834 standard fire.. " J. Struct. Eng., 130 (11), 1807-1819.
11. Han, L. H., Lu, H., Yao, G. H., and Liao, F. Y. (2006). " Further study on the flexural behaviour of concrete-filled steel tubes.. " J. Constr. Steel Res., 62 (6), 554-565.
12. Han, L. H., Xu, L., and Zhao, X. L. (2003a). " Tests and analysis on the temperature field within CFST with or without protection subjected to a standard fire.. " Adv. Struct. Eng., 6 (2), 121-133.
13. Han, L. H., and Yang, Y. F. (2005). " Cyclic performance of concrete-filled steel CHS columns under flexural loading.. " J. Constr. Steel Res., 61 (4), 423-452.
14. Han, L. H., Yang, Y. F., and Tao, Z. (2003b). " Concrete-filled thin walled steel RHS beam-columns subjected to cyclic loading.. " Thin-Walled Struct., 41 (9), 801-833.
15. Han, L. H., Yang, Y. F., and Xu, L. (2003c). " An experimental study and calculation on the fire resistance of concrete-filled SHS and RHS columns.. " J. Constr. Steel Res., 59 (4), 427-452.
16. Hass, R. (1991). " On realistic testing of the fire protection technology of steel and cement supports.. " Translation BHPR/NL/T/1444, Melbourne, Australia.
17. Huo, J. S. (2005). " Behaviour of steel beam to concrete-filled steel tubular column connections after exposure to fire.. " Doctoral thesis, Fuzhou Univ., Fuzhou, Fujian Province, China (in Chinese).
18. Huo, J. S., and Han, L. H. (2006). " Hysteretic behaviors of steel beam to concrete-filled steel tubular column connections after exposure to fire.. " J. Building Structures, 27 (6), 28-38 (in Chinese).
19. ISO. (1975). " Fire resistance tests-elements of building construction.. " International Standard ISO 834, Geneva, Switzerland.
20. JGJ101-96. (1997). " Specification of testing methods for earthquake resistant building.. " Chinese Building Industry Press, Peking, China (in Chinese).
21. Kim, D. K., Choi, S. M., and Chung, K. S. (2000). " Structural characteristics of CFT columns subjected fire loading and axial force.. " Proc., 6th ASCCS Conf., International Association for Steel-Concrete Composite Structures (ASCCS), 271-278.
22. Klingsch, W. (1985). " New developments in fire resistance of hollow section structures.. " Proc., Hollow Structural Sections in Building Construction, ASCE, New York.
23. Kodur, V. K. R. (1999). " Performance-based fire resistance design of concrete-filled steel columns.. " J. Constr. Steel Res., 51 (1), 21-26.
24. Lie, T. T., and Caron, S. E. (1988). " Fire resistance of hollow steel columns filled with siliceous aggregate concrete: Test results.. " NRC-CNRC Internal Rep. No. 570, Ottawa, Canada.
25. Lie, T. T., and Chabot, M. (1992). " Experimental studies on the fire resistance of hollow steel columns filled with plain concrete.. " NRC-CNRC Internal Rep. No. 611, Ottawa, Canada.
26. Lie, T. T., and Stringer, D. C. (1994). " Calculation of the fire resistance of steel hollow structural section columns filled with plain concrete.. " Can. J. Civ. Eng., 21 (3), 382-385.
27. Okada, T., Yamaguchi, T., Sakumoto, Y., and Keira, K. (1991). " Load heat tests of full-scale columns of concrete-filled tubular steel structure using fire-resistant steel for buildings.. " Proc., 3rd Int. Conf. on Steel-Concrete Composite Structures (I), International Association for Steel-Concrete Composite Structures (ASCCS), 101-106.
28. O'Meagher, A. J., Bennetts, I. D., Hutchinson, G. L., and Stevens, L. K. (1991). " Modelling of HSS columns filled with concrete in fire.. " BHPR/ENG/R/91/031/PS69, Melbourne, Australia.
29. Schneider, S. P., and Alostaz, Y. M. (1998). " Experimental behavior of connections to concrete-filled steel tubes.. " J. Constr. Steel Res., 45 (3), 321-352.
30. Shen, Z. Y., and Dong, B. (1997). " An experimental-based cumulative damage mechanics model of steel under cyclic loading.. " Adv. Struct. Eng., 1 (1), 39-46.
31. " Specification of structural earthquake-resistant design.. " (2002). China Building Industry Press, Beijing.
32. Tan, K. H., and Tang, C. Y. (2004). " Interaction model for unprotected concrete filled steel columns under standard fire conditions.. " J. Struct. Eng., 130 (9), 1405-1413.
33. Tang, J. R. (1989). Earthquake-resistant design of reinforced concrete frame connection, South-East University Press, Nanjing, Jiangsu Province, China (in Chinese).
34. Uy, B., and Bradford, M. A. (1995). " Local buckling of cold formed steel in composite structural elements at elevated temperatures.. " J. Constr. Steel Res., 34 (1), 53-73.
35. Wang, Y. C. (1999). " The effects of structural continuity on the fire resistance of concrete filled columns in non-sway frames.. " J. Constr. Steel Res., 50 (2), 177-197.
36. Yang, Y. B., and Kuo, S. R. (1994). Theory and analysis of nonlinear framed structures, Simon & Schuster, New York.