Structural responses of restrained steel columns at elevated temperatures. Part 1: Experiments

Engineering Structures

Volumn 29, Issue 8, 2007, Pages 1641-1652

  Tan, Kang Hai ^a   Toh, Wee Siang ^a   Huang, Zhan Fei ^a   Phng, Guan Hwee ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Axial restraint; Buckling; Elevated temperature test; Failure time; Steel columns

Indexed keywords

AXIAL LOADS; BUCKLING; STEEL STRUCTURES; STRUCTURAL ANALYSIS; THERMAL EFFECTS;

AXIAL RESTRAINT; BEARING FRICTION; RANKINE APPROACH; STEEL COLUMNS;

COLUMNS (STRUCTURAL);

AXIAL LOADS; BUCKLING; COLUMNS (STRUCTURAL); STEEL STRUCTURES; STRUCTURAL ANALYSIS; THERMAL EFFECTS;

BUCKLING; COLUMN; FAILURE ANALYSIS; FIRE; HIGH TEMPERATURE; LOADING TEST; STEEL STRUCTURE; STRUCTURAL RESPONSE; TEMPERATURE EFFECT;

EID: 34447099635     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.12.005     Document Type: Article

References (20)

1. Bailey C.G. The influence of the thermal expansion of beams on the structural behaviour of columns in steel-framed structures during a fire. Engng Struct 22 (2000) 755-768
2. Wang Y.C. Full scale testing of multi-storey buildings in the large building test facility, Cardington. In: Dubina D., Vayas I., and Ungureanu I. (Eds). New technologies and structures in civil engineering: Case studies on remarkable constructions (1998), Editura Orizonturi Universitare, Timisoara 219-235
3. Gillei M., Usmani A.S., and Rotter J.M. A structural analysis of the first Cardington test. J Construct Steel Res (2001) 581-601
4. Elghazouli A.Y., Izzuddin B.A., and Richardson A.J. Numerical modelling of the structural fire behaviour of composite buildings. Fire Saf J 35 (2000) 279-297
5. Huang Z.H., Burgess I.W., and Plank R.J. Non-linear structural modelling of a fire test subject to high restraint. Fire Saf J 36 (2001) 795-814
6. Steel Construction Industry Forum (SCIF). Investigation of broadgate phase 8 fire (1991), Steel Construction Institute, Ascot (UK)
7. Ali F., Shepherd P., Randall M., Simms I.W., O'Connor D.J., and Burgess I.W. The effect of axial restraint on the fire resistance of steel columns. J Construct Steel Res 46 1-3 (1998) Paper 177
8. Shepherd PG, Burgess IW, Plank RJ, O'Connor DJ. The performance in fire of restrained steel columns in multi-storey construction. In: Proc. of 4th Kerensky international conference. 1997. p. 333-41
9. Rodrigues J.P.C., Neves I.C., and Valente J.C. Experimental research on the critical temperature of compressed steel columns with restrained thermal elongation. Fire Saf J 35 (2000) 77-98
10. Huang ZF, Tan KH. Structural responses of restrained steel columns at elevated temperatures. Part 2: FE simulations on experimental secondary effects. Engng Struct (2006), in press [doi:10.1016/j.engstruct.2006.09.012]
11. European Committee for Standardization (CEN). Design of steel structures: Part 1.2. General rules. Structural fire design, EC3-1.2, Draft ENV 1993-1-2, Eurocode 3 (2000), British Standards Institution, London
12. Franssen J.M. Failure temperature of a system comprising a restrained column submitted to fire. Fire Saf J 34 (2000) 191-207
13. Wang Y.C. Postbuckling behaviour of axially restrained and axially loaded steel columns under fire conditions. J Struct Engng, ASCE 130 3 (2004) 371-380
14. Huang Z.F., Tan K.T., and Ting S.K. Heating rate and boundary restraint effects on fire resistance of steel columns with creep. Engng Struct 28 6 (2006) 805-817
15. Huang Z.F., and Tan K.H. Effects of external bending moments and heating schemes on the responses of thermally-restrained steel columns. Engng Struct 26 6 (2004) 769-780
16. Culver C.G. Steel column buckling under thermal gradients. J Struct Div ASCE 98 8 (1972) 1853-1865
17. Burgess I.W., and Najjar S.R. A simple approach to the behaviour of steel columns in fire. J Construct Steel Res 31 (1994) 115-134
18. Huang Z.F., and Tan K.H. Analytical fire resistance of axially-restrained steel columns. J Struct Engng, ASCE 129 11 (2003) 1531-1537
19. Allen D. Merchant-Rankine approach to member stability. J Struct Div, ASCE 104 12 (1978) 1909-1914
20. European Committee for Standardization (CEN). Design of steel structures: Part 1.1. General rules and rules for buildings. Structural fire design, EC3-Pt.1.1, Eurocode 3 (1992), British Standards Institution, London