Structural response of restrained steel columns at elevated temperatures. Part 2: FE simulation with focus on experimental secondary effects

Engineering Structures

Volumn 29, Issue 9, 2007, Pages 2036-2047

  Huang, Zhan Fei ^a   Tan, Kang Hai ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Axial restraint; Buckling; Failure time; FE analysis; Friction; Steel column

Indexed keywords

AXIAL LOADS; BUCKLING; COLUMNS (STRUCTURAL); FAILURE ANALYSIS; FINITE ELEMENT METHOD; FRICTION; STEEL; STIFFNESS;

AXIAL RESTRAINT; INTERNAL FORCE; LATERAL DISPLACEMENT; STEEL COLUMN; STRUCTURAL RESPONSE;

STRUCTURAL ANALYSIS;

AXIAL LOADS; BUCKLING; COLUMNS (STRUCTURAL); FAILURE ANALYSIS; FINITE ELEMENT METHOD; FRICTION; STEEL; STIFFNESS; STRUCTURAL ANALYSIS;

BUCKLING; COLUMN; EXPERIMENTAL STUDY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; FRICTION; SIMULATION; STEEL STRUCTURE; STIFFNESS; STRUCTURAL RESPONSE; TEMPERATURE EFFECT;

EID: 34547526401     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.09.012     Document Type: Article

References (27)

1. Smith CI. The Broadgate phase eight fire on twenty-third June 1990. In: Proceedings of the international conference on materials and design against fire. London: Institution of Mechanical Engineers 1992. p. 143-50
2. O'Connor M.A., and Martin D.M. Behaviour of a multi-storey steel framed building subjected to fire attack. J Constr Steel Res 46 1-3 (1998) paper 169
3. Bailey C.G., Lennon T., and Moore D.B. The behaviour of full-scale steel framed buildings subjected to compartment fires. Struct Eng 77 8 (1999) 15-21
4. Simms WI. An experimental investigation of axially-restrained steel columns in fire. Ph.D. thesis. UK: University of Ulster; 1997
5. Randall MJ. The effects of axial restraint on the behaviour of steel columns in fire. Ph.D. thesis. UK: University of Ulster; 1998
6. 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 Constr Steel Res 46 1-3 (1998) paper 177
7. 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
8. 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
9. Tan KH, Phng GH, Toh WS, Huang ZF. Structural responses of restrained steel columns at elevated temperatures. Part 1: Experiments, Eng Struct (under review)
10. Ali F., and O'Connor D. Structural performance of rotationally restrained steel columns in fire. Fire Saf J 36 (2001) 679-691
11. Wang Y.C., and Davies J.M. Fire tests of non-sway loaded and rotationally restrained stel column assemblies. J Constr Steel Res 59 (2003) 359-383
12. Neves I.C. The critical temperature of steel columns with restrain thermal elongation. J Constr Steel Res 24 (1995) 211-227
13. Huang Z.F., and Tan K.H. Effects of external bending moments and heating schemes on the responses of thermally-restrained steel columns. Eng Struct 26 6 (2004) 769-780
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. Eng Struct 28 6 (2006) 805-817
15. Skowroński W. Buckling fire endurance of steel columns. J Struct Eng, ASCE 119 6 (1993) 1712-1732
16. Zeng L., Tan K.H., and Huang Z.F. Primary creep buckling of steel columns in fire. J Constr Steel Res 59 8 (2003) 951-970
17. Huang Z.F., and Tan K.H. Rankine approach for fire resistance of axially-and-flexurally restrained steel columns. J Constr Steel Res 59 12 (2003) 1553-1571
18. Huang Z.F., and Tan K.H. Analytical fire resistance of axially-restrained steel columns. J Struct Eng, ASCE 129 11 (2003) 1531-1537
19. Liew J.Y.R., and Ma K.Y. Advanced analysis of steel framework exposed to compartmental fire. J Fire Mater 28 2-4 (2004) 253-267
20. Ma K.Y., and Liew J.Y.R. Nonlinear plastic hinge analysis of three-dimensional steel frames in fire. J Struct Eng, ASCE 130 7 (2004) 981-990
21. Tan K.H., Ting S.K., and Huang Z.F. Visco-elasto-plastic analysis of steel frames in fire. J Struct Eng 128 1 (2002) 105-114
22. European committee for standardization (CEN). Design of steel structures: Part 1.2: General rules - structural fire design (EC3 Pt.1.2). Eurocode 3. London: British Standards Institution; 2000
23. Anderberg Y. RILEM 44-RHT (Properties of materials at high temperatures: Steel). Division of building fire safety and technology. Sweden: Lund Institute of Technology; 1983
24. Wood R.H. Effective length of columns in multi-storey buildings. The Struct Eng 52 7 (1974) 235-244
25. CTICM (Centre Technique Industriel de la Construction Métallique). Méthode de revision par le calcul du comportment au feu des structures en acier. Constr Métallique 3 (1983) 39-79
26. EI-Rimawi JA. The behaviour of flexural members under fire condition. Ph.D. thesis. UK: Sheffield University; 1989
27. Ramberg W, Osgood WR. Description of stress-strain curves by three parameters. NACA technical note. No. 902. 1942