Modelling of unstiffened flush end-plate bolted connections in fire

Journal of Constructional Steel Research

Volumn 62, Issue 1-2, 2006, Pages 151-159

  Al Jabri, K S ^a   Seibi, A ^a,b   Karrech, A ^a,c  

^a SULTAN QABOOS UNIVERSITY   (Oman)

^b KHALIFA UNIVERSITY   (United Arab Emirates)

^c UNIVERSITÉ PARIS EST   (France)

Author keywords

Bare steel; Elevated temperature; Finite element modelling; Fire modelling; Flush end plate connection; Steel joint

Indexed keywords

BRICK; COMPUTER SOFTWARE; FINITE ELEMENT METHOD; FIRES; FRICTION; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); STEEL STRUCTURES; STRUCTURAL MEMBERS; THERMAL EFFECTS;

BARE STEEL; ELEVATED TEMPERATURE; FIRE MODELING; FLUSH END-PLATE CONNECTIONS; STEEL JOINTS;

BOLTED JOINTS;

EID: 26844527706     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2005.04.016     Document Type: Article

References (33)

1. K.S. Al-Jabri, T. Lennon, I.W. Burgess, and R.J. Plank Behaviour of steel and composite beam-column connections in fire J Construct Steel Res 46 1-3 1998 [paper No. 180]
2. K.S. Al-Jabri, T. Lennon, I.W. Burgess, and R.J. Plank The performance of frame connections in fire ACTA Polytech 39 5 1999 65 75
3. S. Spyrou, B. Davison, I. Burgess, and R. Plank Component-based studies on the behaviour of steel joints at elevated temperatures A. Lamas L. Simoões da Silva Proc. third European conference on steel structures 2002 University de Coimbra Coimbra 1469 1478
4. S.K. Bose, G.M. McNeice, and A.N. Sherbourne Column webs in steel beam-to-column connections, Part 1, formulation and verification Comput Struct 2 1971 253 272
5. K.V. Patel, and W.F. Chen Nonlinear analysis of steel moment connections J Struct Engng 110 8 1984 1861 1875
6. K.J. Bathe, E.L. Wilson, and R.H. Iding NONSAP: a structural analysis program for static and dynamic response of nonlinear systems 1974 Struct. Eng. Lab., University of California Berkeley
7. W. Atamiaz Sibai, and F. Frey Numerical simulation of the behaviour up to collapse of two welded un-stiffened one-side flange connections R. Bjorhovde Connections in steel structures: behaviour, strength and design 1988 Elsevier Applied Science London 85 92
8. N. Krishnamurthy, and D.E. Graddy Correlation between 2- and 3-dimensional finite element analysis of steel bolted end-plate connections Comput Struct 6 1976 381 389
9. N. Krishnamurthy A fresh look at bolted end-plate behaviour and design Engrg J AISC 15 2 1978 39 49
10. N. Krishnamurthy, H.T. Huang, P.K. Jeffrey, and L.K. Avery Analytical M-curves for end-plate connections J Struct Div ASCE 105 1 1979 133 145
11. S.L. Lipson, and M.I. Hague Elasto-plastic analysis of single-angle bolted welded connections using the finite element method Comput Struct 9 6 1978 533 545
12. R.M. Richard, P.E. Gillet, J.D. Kriegh, and B.A. Lewis The analysis and design of single plate framing connections Engrg J AISC 17 2 1980 38 52
13. R.M. Richard, D.A. Rabern, D.E. Hornby, and G.C. Williams Analytical model for steel connections W.J. Hall M.P. Gaus Behaviour of metal structures [Proc. W. H. Munse symposium] 1983 ASCE
14. N. Krishnamurthy Modelling and prediction of steel bolted connection behaviour Comput Struct 11 1980 75 82
15. T.M. Murray, and A.R. Kukreti Design of 8-bolt stiffened moment end plates Engrg J 1988 45 53 [AISC, 2nd Quarter]
16. Bursi O, Leonelli L. Semi-analytical and finite element-based models for the rotational behaviour of endplate steel connections. Giornate Italiane Della Costruzione in Acciaio; 1993, p. 1-14
17. A.N. Sherbourne, and M.R. Bahaari 3-D simulation of end-plate bolted connections J Struct Engng 120 11 1994 3122 3136
18. C.K. Choi, and G.T. Chung Refined three-dimensional finite element model for end-plate connection J Struct Engng 122 11 1996 1307 1316
19. O.S. Bursi, and J.P. Jaspart Benchmarks for finite element modelling of bolted steel connections J Construct Steel Res 43 1-3 1997 17 42
20. O.S. Bursi, and J.P. Jaspart Calibration of a finite element model for isolated bolted end-plate steel connections J Construct Steel Res 44 3 1997 225 262
21. B. Bose, Z.M. Wang, and S. Sarkar Finite-element analysis of unstiffened flush end-plate bolted joints J Struct Engng 123 12 1997 1614 1621
22. S. Troup, R.Y. Xiao, and S.S.J. Moy Numerical modelling of bolted steel connections J Construct Steel Res 46 1-3 1998 [paper No. 362]
23. Liu TCH, Morris LJ. Theoretical modelling of steel bolted condition under fire exposure. In: Proc. international conference on computational mechanics. 1994
24. T.C.H. Liu Finite element modelling of behaviour of steel beams and connections in fire J Construct Steel Res 35 3 1996 181 199
25. T.C.H. Liu Effect of connection flexibility on fire resistance of steel beams J Construct Steel Res 45 1998 99 118
26. T.C.H. Liu Three-dimensional modelling of steel/concrete composite connection behaviour in fire J Construct Steel Res 45 1-3 1998 [paper No. 361]
27. T.C.H. Liu Moment-rotation-temperature characteristics of steel/composite connections J Struct Engng 125 10 1999 1188 1197
28. O.M. El-Houssieny, S. Abdel Salam, G.A.M. Attia, and A.M. Saad Behavior of extended end plate connections at high temperature J Construct Steel Res 45 1-3 1998 [paper No. 172]
29. R. Rahman, R. Hawileh, and M. Mahamid The effect of fire loading on a steel frame and connection C.A. Brebbia W.P. Wilde High performance structures and materials II 2004 WIT Press 307 316
30. ABAQUS Abaqus/Standard user's manual. V6.2 2001 Hibbit, Karlsson and Soresen, Inc. USA
31. K.S. Al-Jabri, I.W. Burgess, T. Lennon, and R.J. Plank Moment-rotation-temperature curves for semi-rigid joints J Construct Steel Res 61 2005 281 303
32. BS 5950 Structural use of steelwork in buildings, part 8: code of practice for fire resistance design 1990 British Standard Institution BSI London
33. EC3. Design of steel structures, part 1.2: general rules structural fire design, (Draft), ENV 1993-1-2 European Committee for Standardisation; 1995