DOI QR코드

DOI QR Code

Measurement and prediction of geometric imperfections in structural stainless steel members

  • Cruise, R.B. (Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus) ;
  • Gardner, L. (Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus)
  • 투고 : 2005.12.20
  • 심사 : 2006.04.24
  • 발행 : 2006.09.10

초록

Geometric imperfections have an important influence on the buckling response of structural components. This paper describes an experimental technique for determining imperfections in long (5.7 m) structural members using a series of overlapping measurements. Measurements were performed on 31 austenitic stainless steel sections formed from three different production routes: hot-rolling, cold-rolling and press-braking. Spectral analysis was carried out on the imperfections to obtain information on the periodic nature of the profiles. Two series were used to model the profile firstly the orthogonal cosine and sine functions in a classic Fourier transform and secondly a half sine series. Results were compared to the relevant tolerance standards. Simple predictive tools for both local and global imperfections have been developed to enable representative geometric imperfections to be incorporated into numerical models and design methods.

키워드

참고문헌

  1. Bernard, E.S., Coleman, R. and Bridge, R.Q. (1999), 'Measurement and assessment of geometric imperfections in thin walled panels', Thin-Walled Structures, 33(2), 103-126 https://doi.org/10.1016/S0263-8231(98)00043-3
  2. Berry, P.A., Rotter, J.M. and Bridge, R.Q. (2000), 'Compression tests on cylinders with circumferential weld depressions', J. Eng. Mech., ASCE, 126(4),405-413 https://doi.org/10.1061/(ASCE)0733-9399(2000)126:4(405)
  3. Bracewell, R.N. (1986), The Fourier Transform and Its Applications, 2nd ed. Mcgraw-Hill International Editions
  4. Chyssanthopoulos, M.K., Baker, M.J. and Dowling, P.J. (1991), 'Statistical analysis of imperfections in stiffened cylinders', J. Eng. Mech., ASCE, 117(7), 1979-1997
  5. Chyssanthopoulos, M.K. and Poggi, C. (1995), 'Probabilistic imperfection sensitivity analysis of axially compressed composite cylinders', Eng. Struct., 17(6),398-406 https://doi.org/10.1016/0141-0296(95)00048-C
  6. Chou, S.M., Chai, G.B. and Ling, L. (2000), 'Finite element technique for design of stub columns', Thin-Walled Structures, 37, 97-112 https://doi.org/10.1016/S0263-8231(00)00018-5
  7. Dawson, R.G and Walker, A.C. (1972), 'Post-buckling of geometrically imperfect plates', J. Struct. Div., ASCE, 98(ST1),75-94
  8. Ding, X, Colman, R. and Rotter, J.M. (1996), 'Surface profiling system for measurement of engineering structures', J Surveying Eng., ASCE, 122(1),3-14 https://doi.org/10.1061/(ASCE)0733-9453(1996)122:1(3)
  9. Dubina, D. and Ungureanu, U. (2002), 'Effect of imperfections on numerical simulation of instability behaviour of cold-formed steel members', Thin-Walled Structures, 40, 239-262 https://doi.org/10.1016/S0263-8231(01)00046-5
  10. EN 10056-2 (1993), Specification for Structural Steel Equal and Unequal Leg Angles - Part 2: Tolerances on Shape and Dimensions, CEN
  11. EN 10088-3 (2005), Stainless Steels - Part 3: Technical Delivery Conditions for Semi-finished Products, Bars, Rods and Sections for General Purpose, CEN
  12. EN 10162 (2003), Cold Rolled Steel Sections - Technical Delivery Conditions - Dimensions and Cross-sectional Tolerances, CEN
  13. Gardner, L. and Nethercot, D.A (2004), 'Numerical modelling of stainless steel structural components - A consistent approach', J. Eng. Mech., ASCE, 130(10), 1586-1601
  14. Gardner, L. (2005), 'The use of stainless steel in structures', Progress in Structural Engineering and Materials, 7(2), 45-55
  15. Haaland, D.M. and Thomas, E.V. (1988), 'Partial least-squares methods for spectral analyses', Relationship to other quantitative calibration methods and the extraction of qualitative information, Analytical Chemistry, 60, 1193-1202 https://doi.org/10.1021/ac00162a020
  16. Hambly, E.T. and Calladine, C.R. (1996), 'Buckling experiments on damaged cylindrical shells', Int. J. Solids Struct., 33(24), 3539-3548 https://doi.org/10.1016/0020-7683(95)00194-8
  17. Hearne, G.E. and Metcalfe, A.V. (1995), Spectral Analysis in Engineering Concepts and Cases, Arnold publishers
  18. Kaitila, O. (2002), 'Imperfection sensitivity analysis of lipped channel columns at high temperatures', J. Constr. Steel Res., 58,333-351 https://doi.org/10.1016/S0143-974X(01)00060-8
  19. Lechner, B. and Pircher, M. (2005), 'Analysis of imperfection measurements of structural members', Thin-Walled Structures, 43, 351-374 https://doi.org/10.1016/j.tws.2004.07.018
  20. Liu, Y. and Young, B. (2003), 'Buckling of stainless steel square hollow section compression members', J. Constr. Steel Res., 59, 165-177 https://doi.org/10.1016/S0143-974X(02)00031-7
  21. Pacheco, L.A and Durkin, S. (1988), 'Denting and collapse of tubular members - A numerical and experimental study', Int. J. Mech. Sci., 50(5), 317-331
  22. Prenter, P.M. (1975), Splines and Variational Methods, John Wiley & Sons
  23. Priestly, M.B. (1992), Spectral Analysis and Time Series, Academic press Ltd
  24. Rasmussen, K.J.R. and Hancock, G.J (1993), 'Design of cold-formed stainless steel tubular members', J. Eng. Mech., ASCE, 119(8), 2349-2367
  25. Schafer, B.W. and Pekoz, T. (1998), 'Computational modelling of cold-formed steel: Characterizing geometric imperfections and residual stresses', J. Constr. Steel Res., 47, 193-210 https://doi.org/10.1016/S0143-974X(98)00007-8
  26. Singer, J. and Abramovich, H. (1995), 'The development of shell imperfection measurement techniques', Thin-Walled Structures, 23, 379-398 https://doi.org/10.1016/0263-8231(95)94361-V
  27. Talja, A and Salmi, P. (1995), 'Design of stainless steel RHS beams, columns and beam-columns', Research note:1619, VTT Building Technology, Finland
  28. Teng, J.G, Lin, X, Rotter, J.M. and Ding, X.L. (2005), 'Analysis of geometric imperfections in full-scale welded steel silos', Eng. Struct., 27, 938-950 https://doi.org/10.1016/j.engstruct.2005.01.013
  29. Trombka, J.I. and Schmadebeck, R.L. (1970), 'A numerical least-squared technique for resolving complex pulseheight spectra', In: Blackburn J.A (1970), Spectral Methods and Techniques, New York, Marcel Dekker
  30. Wheeler, A and Pircher, M. (2002), 'Measured imperfections in six thin walled steel tubes', Research Report CCTR:001, Centre of Construction Technology and Research, University of Western Sydney
  31. Wheeler, A and Pircher, M. (2003), 'Measured imperfections in six thin walled steel tubes', J. Constr. Steel Res., 59, 1385-1395 https://doi.org/10.1016/S0143-974X(03)00089-0

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  3. Behaviour of structural stainless steel cross-sections under combined loading – Part I: Experimental study vol.89, 2015, https://doi.org/10.1016/j.engstruct.2014.11.014
  4. Strength enhancements induced during cold forming of stainless steel sections vol.64, pp.11, 2008, https://doi.org/10.1016/j.jcsr.2008.04.014
  5. Residual stresses in cold-rolled stainless steel hollow sections vol.64, pp.11, 2008, https://doi.org/10.1016/j.jcsr.2008.07.022
  6. Comparative experimental study of hot-rolled and cold-formed rectangular hollow sections vol.48, pp.7, 2010, https://doi.org/10.1016/j.tws.2010.02.003
  7. Residual stress influence on material properties and column behaviour of stainless steel SHS vol.83, 2014, https://doi.org/10.1016/j.tws.2014.03.013
  8. Testing and numerical modelling of lean duplex stainless steel hollow section columns vol.31, pp.12, 2009, https://doi.org/10.1016/j.engstruct.2009.08.004
  9. 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
  10. Experimental Study of Ferritic Stainless Steel Tubular Beam-Column Members Subjected to Unequal End Moments vol.142, pp.11, 2016, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001563
  11. Finite element modelling of structural stainless steel cross-sections vol.44, pp.10, 2006, https://doi.org/10.1016/j.tws.2006.10.010
  12. Imperfection sensitivity of thin-walled rectangular hollow section struts susceptible to interactive buckling vol.99, 2018, https://doi.org/10.1016/j.ijnonlinmec.2017.11.004
  13. Numerical modelling of yielding shear panel device for passive energy dissipation vol.49, pp.8, 2011, https://doi.org/10.1016/j.tws.2011.03.003
  14. Experimental and Numerical Studies of Ferritic Stainless Steel Tubular Cross Sections under Combined Compression and Bending vol.142, pp.2, 2016, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001366
  15. Stainless Steel Beam-Columns Behaviour vol.11, pp.1, 2006, https://doi.org/10.2174/1874149501711010358
  16. Sensitivity of elastic thin-walled rectangular hollow section struts to manufacturing tolerance level imperfections vol.170, pp.None, 2006, https://doi.org/10.1016/j.engstruct.2018.05.045
  17. Measurement, Characterization, and Modeling of Initial Geometric Imperfections in Wide-Flange Steel Members Subjected to Combined Axial and Cyclic Lateral Loading vol.147, pp.9, 2006, https://doi.org/10.1061/(asce)st.1943-541x.0003086