DOI QR코드

DOI QR Code

Residual stress of cold-formed thick-walled steel rectangular hollow sections

  • Zhang, Xingzhao (School of Architecture, Hunan University) ;
  • Liu, Su (School of Architecture, Hunan University) ;
  • Zhao, Mingshan (School of Civil and Environmental Engineering, Nanyang Technological University) ;
  • Chiew, Sing-Ping (Singapore Institute of Technology)
  • 투고 : 2015.09.19
  • 심사 : 2016.10.31
  • 발행 : 2016.11.20

초록

This paper presents the experimental and numerical study on the distribution of transverse and longitudinal residual stresses in cold-formed thick-walled structural steel rectangular hollow sections manufactured by indirect technique. Hole-drilling method is employed to measure the magnitude of the transverse and longitudinal surface residual stress distribution, and the effects of the residual stresses are evaluated qualitatively by sectioning method. It is shown that compared to normal cold-formed thin-walled structural hollow sections (SHS), the cold-formed thick-walled SHS has similar level of residual stress in the flat area but higher residual stresses in the corner and welding areas. Both the transverse and longitudinal residual stresses tend to open the section. In order to predict the surface residual stresses in the corners of the cold-formed thick-walled SHS, an analytical model is developed. 2D finite element simulation of the cold bending process is conducted to validate the analytical approach. It is shown that in analyzing bending for thick-walled sections, shifting of neutral axis must be considered, since it would lead to nonlinear and non-symmetrical distribution of stresses through the thickness. This phenomenon leads to the fact that cold-formed thick-walled SHSs has different distribution and magnitude of the residual stresses from the cold-formed thin-walled SHSs.

키워드

참고문헌

  1. Abambres, M. and Quach, W.M. (2016), "Residual stresses in steel members: a review of available analytical expressions", Int. J. Struct. Integrity, 7(1), 70-94. https://doi.org/10.1108/IJSI-12-2014-0070
  2. AISC (2005), Specification for structural steel buldings, ANSI/AISC 306-05; Americal Institute of Steel Construction, Chicago, IL, USA.
  3. AISI (1996), Cold-formed steel deseign manual; American Iron and Steel Institute, Washington D.C., USA.
  4. Amouzegar, H., Schafer, B.W. and Tootkaboni, M. (2016), "An incremental numerical method for calculation of residual stresses and strains in cold-formed steel members", Thin-Wall. Struct., 106, 61-74. https://doi.org/10.1016/j.tws.2016.03.019
  5. ASTM (2008), ASTM E837-08: Standard test method for determining residual stresses by the hole-drilling strain gauge method; ASTM International, West Conshohocken, PA, USA.
  6. BSI (1999), BS EN 2566-1: Steel - Conversion of elongation values - Part 1: Carbon and low alloy steels, British Standards Institution, London, UK.
  7. BSI (2001), BS EN 10002-1: tensile testing of metallic materials: part1 method of test at ambient temperature. London, British Standards Institution.
  8. BSI (2005), Eurocode 3: design of steel structures: part 1-1 general rules and rules for buildings, BS EN 1993-1-1, British Standard Institution, London, UK.
  9. BSI (2006), BS EN 10219: cold formed welded structural hollow sections of non-alloy and fine grain steels, part 1: Technical delivery conditions, British Standards Institution, London, UK.
  10. Gardener, L., Saari, N. and Wang, F. (2010), "Comparative experimental study of hot-rolled and coldformed rectangular hollow sections", Thin-Wall. Struct., 48(7), 495-507. https://doi.org/10.1016/j.tws.2010.02.003
  11. Jandera, M. and Machacek, J. (2014), "Residual stress influence on material properties and column behaviour of stainless steel SHS", Thin-Wall. Struct., 83, 12-18. https://doi.org/10.1016/j.tws.2014.03.013
  12. Key, P.W. and Hancock, G.J. (1993), "A theoretical investigation of the column behaviour of cold-formed square hollow sections", Thin-Wall. Struct., 16(1-4), 31-64. https://doi.org/10.1016/0263-8231(93)90040-H
  13. Li, S.H., Zeng, G., Ma, Y.F., Guo, Y.J. and Lai, X.M. (2009), "Residual stresses in roll-formed square hollow sections", Thin-Wall. Struct., 47(5), 505-513. https://doi.org/10.1016/j.tws.2008.10.015
  14. Liu, T., Wang, Y., Wu, J., Xia, X., Wang, J., Wang, W. and Wang, S. (2015), "Springback analysis of Z & T-section 2196-T8511 and 2099-T83 Al-Li alloys extrusions in displacement controlled cold stretch bending", J. Mater. Process. Technol., 225, 295-309. https://doi.org/10.1016/j.jmatprotec.2015.05.024
  15. Ma, J.L., Chan, T.M. and Young, B. (2015), "Material properties and residual stresses of cold-formed high strength steel hollow sections", J. Construct. Steel Res., 109, 152-165. https://doi.org/10.1016/j.jcsr.2015.02.006
  16. Mashiri, F.R., Paradowska, A., Uy, B., Tao, Z., Khan, M. and Dayal, P. (2014), "Residual stresses distribution measured by neutron diffraction in fabricated square high strength steel tubes", Proceedings of the 7th International Conference on Mechanical Stress Evaluation by Neutrons and Synchrotron Radiation, MECA SENS 2013, Sydney, NSW, Australia, September.
  17. Massonnet, C., Olszak, W. and Phillips, A. (1979), Plasticity in Structural Engineering Fundamentals and Applications, Springer-Verlag Wien, New York, NY, USA.
  18. Moen, C.D., Igusa, T. and Schafer, B.W. (2008), "Prediction of residual stresses and strains in cold-formed steel members", Thin-Wall. Struct., 46(11), 1274-1289. https://doi.org/10.1016/j.tws.2008.02.002
  19. Quach, W.M., Teng, J.G. and Chung, K.F. (2004), "Residual stresses in steel sheets due to coiling and uncoiling: a closed-form analytical solution", Eng. Struct., 26(9), 1249-1259. https://doi.org/10.1016/j.engstruct.2004.04.005
  20. Spoorenberg, R.C., Snijder, H.H. and Hoenderkamp, J.C.D. (2010), "Experimental investigation of residual stresses in roller bent wide flange steel sections", J. Construct. Steel Res., 66(6), 737-747. https://doi.org/10.1016/j.jcsr.2010.01.017
  21. Timoshenko, S. and Goodier, J.N. (1970), Theory of Elasticity, McGraw-Hill, New York, NY, USA.
  22. Tong, L., Hou, G., Chen, Y., Zhou, F., Shen, K. and Yang, A. (2012), "Experimental investigation on longitudinal residual stresses for cold-formed thick-walled square hollow sections", J. Construct. Steel Res., 73, 105-116. https://doi.org/10.1016/j.jcsr.2012.02.004
  23. Wang, Y.B., Li, G.Q. and Chen, S.W. (2012), "The assessment of residual stresses in welded high strength steel box sections", J. Construct. Steel Res., 76, 93-99. https://doi.org/10.1016/j.jcsr.2012.03.025
  24. Weng, C. and White, R. (1990), "Cold-bending of thick high-strength steel plates", J. Struct. Eng., 116(1), 1(40), 40-54. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:1(40)
  25. Withers, P.J., Turski, M., Edwards, L., Bouchard, P.J. and Buttle, D.J. (2008), "Recent advances in residual stress measurement", Int. J. Press. Vessel. Pip., 85(3), 118-127. https://doi.org/10.1016/j.ijpvp.2007.10.007
  26. Yu, T.X. and Zhang, L.C. (1996), Plastic Bending: Theory and Applications, World Scientific Publishing Co., NY, USA.
  27. Zhu, H.X. (2007), "Large deformation pure bending of an elastic plastic power-law-hardening wide plate: Analysis and application", Int. J. Mech. Sci., 49(4), 500-514. https://doi.org/10.1016/j.ijmecsci.2006.09.002

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