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Numerical investigation of web crippling strength in cold-formed stainless steel lipped channels with web openings subjected to interior-two-flange loading condition

  • Yousefi, Amir M. (Department of Civil and Environmental Engineering, The University of Auckland) ;
  • Uzzaman, Asraf (Department of Mechanical and Aerospace Engineering, The University of Strathclyde) ;
  • Lim, James B.P. (Department of Civil and Environmental Engineering, The University of Auckland) ;
  • Clifton, G. Charles (Department of Civil and Environmental Engineering, The University of Auckland) ;
  • Young, Ben (Department of Civil Engineering, The University of Hong Kong)
  • 투고 : 2016.06.27
  • 심사 : 2017.01.17
  • 발행 : 2017.02.28

초록

In cold-formed stainless steel lipped channel-sections, use of web openings for service purposes are becoming increasingly popular. Web openings, however, result in the sections becoming more susceptible to web crippling. This paper presents a finite element investigation into the web crippling strength of cold-formed stainless steel lipped channel-sections with circular web openings under the interior-two-flange (ITF) loading condition. The cases of web openings located centred and offset to the bearing plates are considered in this study. In order to take into account the influence of the circular web openings, a parametric study involving 2,220 finite element analyses was performed, covering duplex EN1.4462, austenitic EN1.4404 and ferritic EN1.4003 stainless steel grades. From the results of the parametric study, strength reduction factor equations are proposed. The strengths obtained from reduction factor equations are first compared to the strengths calculated from the equations recently proposed for cold-formed carbon steel lipped channel-sections. It is demonstrated that the strength reduction factor equations proposed for cold-formed carbon steel are unconservative for the stainless steel grades by up to 17%. New coefficients for web crippling strength reduction factor equations are then proposed that can be applied to all three stainless steel grades.

키워드

참고문헌

  1. ABAQUS (2014), Analysis User's Manual-Version 6.14-2; ABAQUS Inc., USA.
  2. Arrayago, I., Real, E. and Gardner, L. (2015), "Description of stress-strain curves for stainless steel alloys", Mater. Des., 87, 540-552. https://doi.org/10.1016/j.matdes.2015.08.001
  3. AS/NZS 4600 (2005), Cold-formed steel structures: AS/NZS 4600:2005, Standards Australia, Sydney, Australia.
  4. ASCE 8-02 (2002), Specification for the Design of Cold-Formed Stainless Steel Structural Members: SEI/ASCE 8-02, Reston, VA, USA.
  5. BS 5950-5 (1998), Structural use of steelwork in buildings, Part 5 Code of practice for the design of cold-formed sections. British Standards Institution, London, UK.
  6. Chen, J. and Young, B. (2006), "Stress-strain curves for stainless steel at elevated temperatures", Eng. Struct., 28(2), 229-239. https://doi.org/10.1016/j.engstruct.2005.07.005
  7. Chen, Y., Chen, X. and Wang, C. (2015), "Experimental and finite element analysis research on cold-formed steel lipped channel beams under web crippling", Thin-Wall. Struct., 87, 41-52. https://doi.org/10.1016/j.tws.2014.10.017
  8. Dai, X. and Lam, D. (2010), "Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections", Steel Compos. Struct., Int. J., 10(6), 517-539. https://doi.org/10.12989/scs.2010.10.6.517
  9. Eurocode-3 (2006), Design of steel structures: Part 1.3: General rules - Supplementary rules for cold-formed thin gauge members and sheeting; ENV 1993-1-3, European Committee for Standardization, Brussels, Belgium.
  10. Gunalan, S. and Mahendran, M. (2015), "Web crippling tests of cold-formed steel channels under two flange load cases", J. Constr. Steel Res., 110, 1-15. https://doi.org/10.1016/j.jcsr.2015.01.018
  11. Keerthan, P. and Mahendran, M. (2012), "Shear behaviour and strength of LiteSteel beams with web openings", Adv. Struct. Eng., 15(2), 171-184. https://doi.org/10.1260/1369-4332.15.2.171
  12. Keerthan, P., Mahendran, M. and Steau, E. (2014), "Experimental study of web crippling behaviour of hollow flange channel beams under two flange load cases", Thin-Wall. Struct., 85, 207-219. https://doi.org/10.1016/j.tws.2014.08.011
  13. Kiymaz, G. and Seckin, E. (2014), "Behavior and design of stainless steel tubular member welded end connections", Steel Compos. Struct., Int. J., 17(3), 253-269. https://doi.org/10.12989/scs.2014.17.3.253
  14. Korvink, S.A., van den Berg, G.J. and van der Merwe, P. (1995), "Web crippling of stainless steel cold-formed beams", J. Constr. Steel Res., 34(2-3), 225-248. https://doi.org/10.1016/0143-974X(94)00026-E
  15. Lawson, R.M., Basta, A. and Uzzaman, A. (2015), "Design of stainless steel sections with circular openings in shear", J. Constr. Steel Res., 112, 228-241. https://doi.org/10.1016/j.jcsr.2015.04.017
  16. Lian, Y., Uzzaman, A., Lim, J.B.P., Abdelal, G., Nash, D. and Young, B. (2016a), "Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part I: Tests and finite element analysis", Thin-Wall. Struct., 107, 443-452. https://doi.org/10.1016/j.tws.2016.06.025
  17. Lian, Y., Uzzaman, A., Lim, J.B.P., Abdelal, G., Nash, D. and Young, B. (2016b), "Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part II: Parametric study and proposed design equations", Thin-Wall. Struct., 107, 489-501. DOI: 10.1016/j.tws.2016.06.026
  18. Lian, Y., Uzzaman, A., Lim, J.B.P., Abdelal, G., Nash, D. and Young, B. (2017a), "Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition - Part I: Experimental and numerical investigation", Thin-Wall. Struct., 111, 103-112. https://doi.org/10.1016/j.tws.2016.10.024
  19. Lian, Y., Uzzaman, A., Lim, J.B.P., Abdelal, G., Nash, D. and Young, B. (2017b), "Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition - Part II: Parametric study and proposed design equations", Thin-Wall. Struct.
  20. NAS (2007), North American Specification for the Design of Cold-Formed Steel Structural Members; American Iron and Steel Institute, AISI S100-2007, AISI Standard.
  21. Natario, P., Silvestre, N. and Camotim, D. (2014), "Web crippling failure using quasi-static FE models", Thin-Wall. Struct., 84, 34-49. https://doi.org/10.1016/j.tws.2014.05.003
  22. Rezvani, F.H., Yousefi, A.M. and Ronagh, H.R. (2015), "Effect of span length on progressive collapse behaviour of steel moment resisting frames", Structures, 3, 81-89. https://doi.org/10.1016/j.istruc.2015.03.004
  23. Rossi, B., Jaspart, J.P. and Rasmussen, K.J. (2009), "Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Design", J. Struct. Eng., 136(4), 361-369.
  24. Uzzaman, A., Lim, J.B.P., Nash, D., Rhodes, J. and Young, B. (2012a), "Web crippling behaviour of cold-formed steel channel sections with offset web holes subjected to interior-two-flange loading", Thin-Wall. Struct., 50(1), 76-86. https://doi.org/10.1016/j.tws.2011.09.009
  25. Uzzaman, A., Lim, J.B.P., Nash, D., Rhodes, J. and Young, B. (2012b), "Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions - Part I: Tests and finite element analysis", Thin-Wall. Struct., 56, 38-48. https://doi.org/10.1016/j.tws.2012.03.010
  26. Uzzaman, A., Lim, J.B.P., Nash, D., Rhodes, J. and Young, B. (2012c), "Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions - part II: Parametric study and proposed design equations", Thin-Wall. Struct., 56, 79-87. https://doi.org/10.1016/j.tws.2012.03.009
  27. Uzzaman, A., Lim, J.B.P., Nash, D., Rhodes, J. and Young, B. (2013), "Effect of offset web holes on web crippling strength of cold-formed steel channel sections under end-two-flange loading condition", Thin-Wall. Struct., 65, 34-48. https://doi.org/10.1016/j.tws.2012.12.003
  28. Yousefi, A.M., Hosseini, M. and Fanaie, N. (2014), "Vulnerability assessment of progressive collapse of steel moment resistant frames", Trends Appl. Sci. Res., 9(8), 450-460. https://doi.org/10.3923/tasr.2014.450.460
  29. Yousefi, A.M., Lim, J.B.P., Asraf Uzzaman, Ying Lian, G. Charles Clifton, Young, B. (2016a), "Web crippling strength of coldformed stainless steel lipped channel-sections with web openings subjected to Interior-One-Flange loading condition", Steel and Composite Structures, 21(3), 629-659. https://doi.org/10.12989/scs.2016.21.3.629
  30. Yousefi, A.M., Lim, J.B.P., Uzzaman, A., Lian, Y., Clifton, G.C. and Young, B. (2016b), "Design of cold-formed stainless steel lipped channel-sections with web openings subjected to web crippling under end-one-flange loading condition", Adv. Struct. Eng., DOI: 10.1177/1369433216670170
  31. Yousefi, A.M., Lim, J.B.P., Uzzaman, A., Lian, Y., Clifton, G.C. and Young, B. (2016c), "Web crippling strength of cold-formed duplex stainless steel lipped channel-sections with web openings subjected to interior-one-flange loading condition", Proceeding of The Wei-Wen Yu International Specialty Conference on Cold-Formed Steel Structures, Baltimore, MD, USA, November.
  32. Yousefi, A.M., Lim, J.B.P., Uzzaman, A., Lian, Y., Clifton, G.C. and Young, B. (2016d), "Web crippling design of cold-formed duplex stainless steel lipped channel-sections with web openings under end-one-flange loading condition", Proceeding of The 11th Pacific Structural Steel Conference, Shanghai, China, October.
  33. Yousefi, A.M., Lim, J.B.P., Uzzaman, A., Clifton, G.C. and Young, B. (2016e), "Numerical study of web crippling strength in coldformed austenitic stainless steel lipped channels with web openings subjected to interior-two-flange loading", Proceeding of The 11th Pacific Structural Steel Conference, Shanghai, China, October.
  34. Yousefi, A.M., Lim, J.B.P., Uzzaman, A., Lian, Y., Clifton, G.C. and Young, B. (2017), "Web crippling strength of cold-formed stainless steel lipped channels with web perforations under endtwo-flange loading", Adv. Struct. Eng. DOI: 10.1177/1369433217695622
  35. Zhao, O., Gardner, L. and Young, B. (2016), "Buckling of ferritic stainless steel members under combined axial compression and bending", J. Constr. Steel Res., 117, 35-48. https://doi.org/10.1016/j.jcsr.2015.10.003
  36. Zhou, F. and Young, B. (2006), "Yield line mechanism analysis on web crippling of cold-formed stainless steel tubular sections under two-flange loading", Eng. Struct., 28(6), 880-892. https://doi.org/10.1016/j.engstruct.2005.10.021
  37. Zhou, F. and Young, B. (2007), "Cold-formed high-strength stainless steel tubular sections subjected to web crippling", J. Struct. Eng., 133(3), 368-377. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:3(368)
  38. Zhou, F. and Young, B. (2008), "Web crippling of cold-formed stainless steel tubular sections", Adv. Struct. Eng., 11(6), 679-691. https://doi.org/10.1260/136943308787543658
  39. Zhou, F. and Young, B. (2013), "Web crippling behaviour of coldformed duplex stainless steel tubular sections at elevated temperatures", Eng. Struct., 57, 51-62. https://doi.org/10.1016/j.engstruct.2013.09.008

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