Cross-section classification of elliptical hollow sections

Steel and Composite Structures

Volumn 7, Issue 3, 2007, Pages 185-200

  Gardner, L ^a   Chan, T M ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Cross section classification; Elliptical hollow sections; Laboratory testing; Numerical modelling; Oval hollow sections; Rotation capacity; Slenderness limits; Steel structures

Indexed keywords

COMPUTER SIMULATION; MATHEMATICAL MODELS; PARAMETER ESTIMATION; ROTATION; STRUCTURAL DESIGN;

CROSS SECTION CLASSIFICATION; ELLIPTICAL HOLLOW SECTIONS; LABORATORY TESTING; OVAL HOLLOW SECTIONS; ROTATION CAPACITY; SLENDERNESS LIMITS;

TUBULAR STEEL STRUCTURES;

EID: 34547272493     PISSN: 12299367     EISSN: None     Source Type: Journal    
DOI: 10.12989/scs.2007.7.3.185     Document Type: Article

References (36)

1. ABAQUS (2006), ABAQUS/Standard User's Manual Volumes I-III and ABACUS CAE Manual. Version 6.6. Hibbitt, Karlsson & Sorensen, Inc. Pawtucket, USA.
2. AISC (2005a), Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago.
3. AISC (2005b), Commentary on the Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago.
4. th International Symposium on Tubular Structures, Madrid, September.
5. Chan, T. M. and Gardner, L. (In press), "Compressive resistance of hot-rolled elliptical hollow sections", Eng. Struct.
6. Chan, T. M. and Gardner, L. (Submitted), "Bending strength of hot-rolled elliptical hollow sections", J. Struct. Eng., ASCE.
7. th International Symposium on Tubular Structures, Madrid, September.
8. Corus (2006), Celsius® 355 Ovals - Sizes and Resistances Eurocode Version, Corus Tubes - Structural & Conveyance Business.
9. Eckhardt, C. (2004), Classification of oval hollow sections. University of Southampton.
10. EN 1993-1-1 (2005), Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings, CEN.
11. EN 10210-2 (2006), Hot finished structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties, CEN.
12. Galambos, T. V. (1968), "Deformation and energy absorption capacity of steel structures in the inelastic range", American Iron and Steel Institute, Bulletin No. 8
13. Gardner, L. and Ministro, A. (2005), "Structural steel oval hollow sections", The Structural Engineer, 83(21), 32-36.
14. Gerard, G. and Becker, H. (1957), Handbook of structural stability: Part III - Buckling of curved plates and shells, NACA TN-3783.
15. Giakoumelis, G. and Lam, D. (2004), "Axial capacity of circular concrete-filled tube columns", J. Constr. Steel Res., 60(7), 1049-1068.
16. th International Symposium on Tubular Structures, Miskolc, August.
17. Hasan, S. W. and Hancock, G J. (1989), "Plastic bending tests of cold-formed rectangular hollow sections", Steel Construction, Australian Steel Institute, 23(4), 2-19.
18. Jiao, H. and Zhao, X. L. (2004), "Section slenderness limits of very high strength circular steel tubes in bending", Thin-Walled Structures, 42(9), 1257-1271.
19. Jirsa, J. O., Lee, F. H., Wilhoit, J. C. and Merwin, J. E. (1972), "Ovaling of pipelines under pure bending", Proceedings of the 4th Offshore Technology Conference, Houston, May.
20. Kempner, J. (1962), "Some results on buckling and postbuckling of cylindrical shells", Collected Papers on Instability Shell Structures, NASA TN D-1510, 173-186.
21. Korol, R. M. and Hudoba, J. (1972), "Plastic behavior of hollow structural sections", J. Struct. Div., ASCE, 98(5), 1007-1023.
22. Lay, M. G. and Galambos, T. V. (1965), "Inelastic steel beams under uniform moment", J. Struct. Div., ASCE, 91(6), 67-93.
23. th International Symposium on Tubular Structures, Madrid, September.
24. Rondal, J., Boeraeve, Ph., Sedlacek, G, Stranghöner, N. and Langenberg, P. (1995), Rotation Capacity of Hollow Beam Sections, CIDECT.
25. Sakino, K., Nakahara, H., Morina, S. and Nishiyama, I. (2004), "Behavior of centrally loaded concrete-filled steel-tube short columns", J. Struct. Eng., ASCE, 130(2), 180-188.
26. Schilling, C. G. (1965). "Buckling strength of circular tubes", J. Struct. Div., ASCE, 91(5), 325-348.
27. Sedlacek, G., Dahl, W., Stranghöner, N., Kalinowski, B., Rondal, J. and Boreaeve, Ph. (1998), "Investigation of the rotation behaviour of hollow section beams", EUR 17994 EN, European Commission.
28. Sedlacek, G. and Feldmann, M. (1995), Background document 5.09 for chapter 5 of Eurocode 3 Part 1.1 - The bit ratios controlling the applicability of analysis models in Eurocode 3 Part 1.1, Aachen.
29. Sherman, D. R. (1976), "Tests of circular steel tubes in bending", J. Struct. Div., ASCE, 102(11), 2181-2195.
30. Sherman, D. R. (1986), "Inelastic flexural buckling of cylinders", Proceedings of the Steel Structures: Recent Research Advances and Their Applications to Design, Budva, September.
31. th International Symposium on Tubular Structures, Melbourne, December.
32. Teng, J. G. and Hu, Y. M. (2007), "Behaviour of FRP-jacketed circular steel tubes and cylindrical shells under axial compression", Construction Building Materials, 21(4), 827-838.
33. Tutuncu, I. and O'Rourke, T. D. (2006), "Compression behavior of nonslender cylindrical steel members with small and large-scale geometric imperfections", J. Struct. Eng., ASCE, 132(8), 1234-1241.
34. Willibald, S., Packer, J. A. and Martinez-Saucedo, G. (2006), "Behaviour of gusset plate connections to ends of round and elliptical hollow structural section members", Canadian J. Civil Eng., 33(4), 373-383.
35. Wilkinson, T. and Hancock, G. J. (1998), "Tests to examine compact web slenderness of cold-formed RHS", J. Struct. Eng., ASCE, 124(10), 1166-1174.
36. Yura, J. A., Galambos, T. V. and Ravindra, M. K. (1978), "The bending resistance of steel beams", J. Struct. Div., ASCE, 104(9), 1355-1370.