Steel and Composite Structures

  • 제7권3호
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  • Pages.185-200
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  • 2007
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Cross-section classification of elliptical hollow sections

  • Gardner, L. (Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus) ;
  • Chan, T.M. (Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus)
  • 투고 : 2005.11.14
  • 심사 : 2007.01.22
  • 발행 : 2007.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Tubular construction is widely used in a range of civil and structural engineering applications. To date, the principal product range has comprised square, rectangular and circular hollow sections. However, hot-rolled structural steel elliptical hollow sections have been recently introduced and offer further choice to engineers and architects. Currently though, a lack of fundamental structural performance data and verified structural design guidance is inhibiting uptake. Of fundamental importance to structural metallic design is the concept of cross-section classification. This paper proposes slenderness parameters and a system of cross-section classification limits for elliptical hollow sections, developed on the basis of laboratory tests and numerical simulations. Four classes of cross-sections, namely Class 1 to 4 have been defined with limiting slenderness values. For the special case of elliptical hollow sections with an aspect ratio of unity, consistency with the slenderness limits for circular hollow sections in Eurocode 3 has been achieved. The proposed system of cross-section classification underpins the development of further design guidance for elliptical hollow sections.

키워드

참고문헌

  1. ABAQUS (2006), ABAQUS/Standard User's Manual Volumes I-III and ABAQUS 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. Bortolotti, E., Jaspart, J. P., Pietrapertosa, C., Nicaud, G., Petitjean, P. D. and Grimault, J. P. (2003),"Testing and modelling of welded joints between elliptical hollow sections", Proceedings of the 10th 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. Choo, Y. S., Liang, J. X. and Lim, L. V. (2003),"Static strength of elliptical hollow section x-joint under brace compression", Proceedings of the 10th International Symposium on Tubular Structures, Madrid, September.
  8. Corus (2006), $Celsius^{(R)}$ 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. https://doi.org/10.1016/j.jcsr.2003.10.001
  16. Gioncu, V., Tirca, L. and Petcu, D. (1996),"Rotation capacity of rectangular hollow section beams", Proceedings of the 7th 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. https://doi.org/10.1016/j.tws.2004.03.020
  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. Pietrapertosa, C. and Jaspart, J. P. (2003),"Study of the behaviour of welded joints composed of elliptical hollow sections", Proceedings of the 10th International Symposium on Tubular Structures, Madrid, September.
  24. Rondal, J., Boeraeve, Ph., Sedlacek, G., Stranghoner, 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. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(180)
  26. Schilling, C. G. (1965)."Buckling strength of circular tubes", J. Struct. Div., ASCE, 91(5), 325-348.
  27. Sedlacek, G., Dahl, W., Stranghoner, 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 b/t 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. Stranghoner, N., Sedlacek, G. and Boeraeve, Ph. (1994),"Rotation requirement and rotation capacity of rectangular, square and circular hollow section beams", Proceedings of the 6th 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. https://doi.org/10.1016/j.conbuildmat.2006.06.016
  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. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:8(1234)
  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. https://doi.org/10.1139/l05-052
  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. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:10(1166)
  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.

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  1. Performance of Axially Restrained Hollow and Concrete Filled Oval Steel Columns Subjected to Hydrocarbon Fire vol.3, pp.2, 2012, https://doi.org/10.1260/2040-2317.3.2.181
  2. Numerical analysis of semi-elliptical hollow section columns vol.166, pp.8, 2013, https://doi.org/10.1680/stbu.12.00065
  3. Global instability of elliptical hollow section beam-columns under compression and biaxial bending vol.13, pp.4, 2013, https://doi.org/10.1007/s13296-013-4015-9
  4. Experimental study on concrete filled elliptical/oval steel tubular stub columns under compression vol.78, 2014, https://doi.org/10.1016/j.tws.2014.01.023
  5. Elastic local post-buckling of elliptical tubes vol.67, pp.3, 2011, https://doi.org/10.1016/j.jcsr.2010.11.004
  6. Experimental study on performance of elliptical section steel columns, under hydrocarbon fire vol.67, pp.6, 2011, https://doi.org/10.1016/j.jcsr.2011.01.010
  7. Lateral instability of elliptical hollow section beams vol.37, 2012, https://doi.org/10.1016/j.engstruct.2011.12.008
  8. Discrete and continuous treatment of local buckling in stainless steel elements vol.64, pp.11, 2008, https://doi.org/10.1016/j.jcsr.2008.07.003
  9. Cold-Formed-Steel Oval Hollow Sections under Axial Compression vol.137, pp.7, 2011, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000337
  10. Effect of axial restraint on the performance of Elliptical Hollow Section steel columns, in hydrocarbon fire vol.33, pp.12, 2011, https://doi.org/10.1016/j.engstruct.2011.08.005
  11. Tests and design of concrete-filled elliptical hollow section stub columns vol.47, pp.6-7, 2009, https://doi.org/10.1016/j.tws.2008.11.004
  12. Local buckling and ultimate strength of slender elliptical hollow sections in compression vol.111, 2016, https://doi.org/10.1016/j.engstruct.2015.12.020
  13. Finite element numerical evaluation of elliptical hollow section steel columns in fire vol.55, 2012, https://doi.org/10.1016/j.tws.2012.02.012
  14. Plastic interaction relations for semi-elliptical hollow sections vol.48, pp.1, 2010, https://doi.org/10.1016/j.tws.2009.07.012
  15. Structural design of elliptical hollow sections: a review vol.163, pp.6, 2010, https://doi.org/10.1680/stbu.2010.163.6.391
  16. Equivalent RHS Approach for the Design of EHS in Axial Compression or Bending vol.15, pp.1, 2012, https://doi.org/10.1260/1369-4332.15.1.107
  17. Behaviour of concrete-filled cold-formed elliptical hollow sections with varying aspect ratios vol.110, 2017, https://doi.org/10.1016/j.tws.2016.10.013
  18. Elastic buckling of elliptical tubes vol.46, pp.11, 2008, https://doi.org/10.1016/j.tws.2008.01.036
  19. Plastic interaction relations for elliptical hollow sections vol.47, pp.6-7, 2009, https://doi.org/10.1016/j.tws.2008.11.010
  20. Fire behaviour of concrete filled elliptical steel columns vol.49, pp.2, 2011, https://doi.org/10.1016/j.tws.2010.10.008
  21. Material Properties of Cold-Formed and Hot-Finished Elliptical Hollow Sections vol.18, pp.7, 2015, https://doi.org/10.1260/1369-4332.18.7.1101
  22. Testing and analysis of concrete-filled elliptical hollow sections vol.30, pp.12, 2008, https://doi.org/10.1016/j.engstruct.2008.07.004
  23. Concrete filled elliptical steel tubular members with large diameter-to-thickness ratio subjected to bending vol.5, 2016, https://doi.org/10.1016/j.istruc.2015.08.004
  24. The continuous strength method vol.161, pp.3, 2008, https://doi.org/10.1680/stbu.2008.161.3.127
  25. Flexural behaviour of stainless steel oval hollow sections vol.47, pp.6-7, 2009, https://doi.org/10.1016/j.tws.2009.01.001
  26. New Development in Steel Tubular Joints vol.14, pp.4, 2011, https://doi.org/10.1260/1369-4332.14.4.699
  27. Experimental and numerical study on the performance of hollow and concrete-filled elliptical steel columns subjected to severe fire vol.40, pp.4, 2016, https://doi.org/10.1002/fam.2316
  28. Structural response of stainless steel oval hollow section compression members vol.31, pp.4, 2009, https://doi.org/10.1016/j.engstruct.2008.12.002
  29. A neural network based closed-form solution for the distortional buckling of elliptical tubes vol.33, pp.6, 2011, https://doi.org/10.1016/j.engstruct.2011.02.038
  30. Structural performance of elliptical hollow section (EHS) steel tubular braces under extremely low cycle fatigue loading - a finite element study vol.109, 2016, https://doi.org/10.1016/j.tws.2016.09.025
  31. Analytical modelling of plastic collapse in compressed elliptical hollow sections vol.67, pp.4, 2011, https://doi.org/10.1016/j.jcsr.2010.11.012
  32. Behavior of Concrete Filled Elliptical Steel Tubular Deep Beam under Bending-Shear vol.10, 2017, https://doi.org/10.1016/j.istruc.2017.02.002
  33. Design of cold-formed steel oval hollow section columns vol.71, 2012, https://doi.org/10.1016/j.jcsr.2011.11.013
  34. Buckling of elliptical hollow section members under combined compression and uniaxial bending vol.86, 2013, https://doi.org/10.1016/j.jcsr.2013.03.008
  35. Static strength of axially loaded EHS X-joints with braces welded to the narrow sides of the chord vol.88, 2013, https://doi.org/10.1016/j.jcsr.2013.05.012
  36. Bending strength of hot-rolled elliptical hollow sections vol.64, pp.9, 2008, https://doi.org/10.1016/j.jcsr.2007.11.001
  37. Flexural Buckling of Elliptical Hollow Section Columns vol.135, pp.5, 2009, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000005
  38. Elliptical hollow section steel cantilever beams under extremely low cycle fatigue flexural load – A finite element study vol.119, 2017, https://doi.org/10.1016/j.tws.2017.05.008
  39. Upper Bound Plastic Interaction Relations for Elliptical Hollow Sections vol.136, pp.8, 2010, https://doi.org/10.1061/(ASCE)EM.1943-7889.0000141
  40. Ambient and fire behavior of eccentrically loaded elliptical slender concrete-filled tubular columns vol.100, 2014, https://doi.org/10.1016/j.jcsr.2014.04.025
  41. Shear response of elliptical hollow sections vol.161, pp.6, 2008, https://doi.org/10.1680/stbu.2008.161.6.301
  42. Static Strength of Axially Loaded Elliptical Hollow Section X Joints with Braces Welded to Wide Sides of Chord. I: Numerical Investigations Based on Experimental Tests vol.140, pp.1, 2014, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000791
  43. Effect of Severe Temperatures and Restraint on Instability and Buckling of Elliptical Steel Columns vol.08, pp.01, 2018, https://doi.org/10.4236/ojce.2018.81004
  44. Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections vol.10, pp.6, 2007, https://doi.org/10.12989/scs.2010.10.6.517
  45. Material properties and structural behavior of cold-formed steel elliptical hollow section stub columns vol.134, pp.None, 2007, https://doi.org/10.1016/j.tws.2018.07.055
  46. Flexural buckling of hot-finished and cold-formed elliptical hollow section columns: Numerical comparative analysis vol.62, pp.2, 2007, https://doi.org/10.5937/grmk1902015j
  47. Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3 : Part 2: Member buckling design rules and further innovations vol.13, pp.3, 2020, https://doi.org/10.1002/stco.202000027
  48. Numerical analysis and design of cold-formed steel elliptical hollow sections under combined compression and bending vol.241, pp.None, 2007, https://doi.org/10.1016/j.engstruct.2021.112417
  49. Fire performance of connections between high‐strength steel tubular members vol.4, pp.2, 2007, https://doi.org/10.1002/cepa.1419
  50. Cross‐sectional behaviour and design of ferritic and duplex stainless steel EHS in compression vol.14, pp.4, 2007, https://doi.org/10.1002/stco.202100001