DOI QR코드

DOI QR Code

Investigation of residual stresses of hybrid normal and high strength steel (HNHSS) welded box sections

  • Kang, Lan (School of Civil Engineering and Transportation, South China University of Technology) ;
  • Wang, Yuqi (School of Civil Engineering and Transportation, South China University of Technology) ;
  • Liu, Xinpei (School of Civil Engineering, Faculty of Engineering & Information Technologies, The University of Sydney) ;
  • Uy, Brian (School of Civil Engineering, Faculty of Engineering & Information Technologies, The University of Sydney)
  • 투고 : 2019.05.28
  • 심사 : 2019.10.02
  • 발행 : 2019.11.25

초록

In order to obtain high bearing capacity and good ductility simultaneously, a structural column with hybrid normal and high strength steel (HNHSS) welded box section has been developed. Residual stress is an important factor that can influence the behaviour of a structural member in steel structures. Accordingly, the magnitudes and distributions of residual stresses in HNHSS welded box sections were investigated experimentally using the sectioning method. In this study, the following four box sections were tested: one normal strength steel (NSS) section, one high strength steel (HSS) section, and two HNHSS sections. Based on the experimental data from previous studies and the test results of this study, the effects of the width-to-thickness ratio of plate, yield strength of plate, and the plate thickness of the residual stresses of welded box sections were investigated in detail. A unified residual stress model for NSS, HSS and HNHSS welded box sections was proposed, and the corresponding simplified prediction equations for the maximum tensile residual stress ratio (${\sigma}_{rt}/f_y$) and average compressive residual stress ratio (${\sigma}_{rc}/f_y$) in the model were quantitatively established. The predicted magnitudes and distributions of residual stresses for four tested sections in this study by using the proposed residual stress model were compared with the experimental results, and the feasibility of this proposed model was shown to be in good agreement.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Central Universities, Australian Research Council (ARC)

참고문헌

  1. An, G., Woo, W. and Park, J. (2019), "Welding residual stress effect in fracture toughness", J. Nanosci. Nanotech., 19(4), 2323-2328. https://doi.org/10.1166/jnn.2019.16008
  2. ANSI/AISC360-10 (2010), Specification for Structural Steel Buildings; American Institute of Steel Construction, Chicago, IL, USA.
  3. Ban, H.Y., Shi, G., Shi, Y.J. and Wang, Y.Q. (2013), "Residual stress of 460 MPa high strength steel welded box section: Experimental investigation and modeling", Thin-Wall. Struct., 64, 73-82. https://doi.org/10.1016/j.tws.2012.12.007
  4. Besevic, M. (2012), "Experimental investigation of residual stresses in cold formed steel sections", Steel Compos. Struct., Int. J., 12(6), 465-489. https://doi.org/10.12989/scs.2012.12.6.465
  5. Cai, Y. and Young, B. (2019), "Experimental investigation of carbon steel and stainless steel bolted connections at different strain rates", Steel Compos. Struct., Int. J., 30(6), 551-565. https://doi.org/10.12989/scs.2019.30.6.551
  6. Cao, X., Xu, Y., Wang, M., Zhao, G., Gu, L. and Kong, Z. (2018), "Experimental study on the residual stresses of 800 MPa high strength steel welded box sections", J. Constr. Steel Res., 148, 720-727. https://doi.org/10.1016/j.jcsr.2018.06.019
  7. Chen, X. and Shi, G. (2019), "Cyclic tests on high strength steel flange-plate beam-to-column joints", Eng. Struct., 186, 564-581. https://doi.org/10.1016/j.engstruct.2019.01.093
  8. Chen, Z., Liu, X. and Zhou, W. (2018), "Residual bond behavior of high strength concrete-filled square steel tube after elevated temperatures", Steel Compos. Struct., Int. J., 27(4), 509-523. https://doi.org/10.12989/scs.2018.27.4.509
  9. Choi, J.Y. and Kwon, Y.B. (2018), "Direct strength method for high strength steel welded section columns", Steel Compos. Struct., Int. J., 29(4), 509-526. https://doi.org/10.12989/scs.2018.29.4.509
  10. Estuar, F. and Tall, L. (1963), "Experimental investigation of welded built-up columns", Welding J., 42, 164-s-176-s.
  11. Eurocode 3 (2005), Design of Steel Structures-Part 1-1: General Rules and Rules for Buildings; European Committee for Standardization, Brussels, Belgium.
  12. European Convention for Constructional Steelworks (ECCS) (1976), Manual on stability of steel structures: Part 2.2. Mechanical properties and residual stresses; ECCS Publ., Bruxelles, Belgium.
  13. Fang, H., Chan, T.-M. and Young, B. (2018), "Structural performance of cold-formed high strength steel tubular columns", Eng. Struct., 177, 473-488. https://doi.org/10.1016/j.engstruct.2018.09.082
  14. Farahi, M. and Erfani, S. (2017), "Employing a fiber-based finitelength plastic hinge model for representing the cyclic and seismic behaviour of hollow steel columns", Steel Compos. Struct., Int. J., 23(5), 501-516. https://doi.org/10.12989/scs.2017.23.5.501
  15. Feng, L. and Qian, X. (2018), "Low cycle fatigue test and enhanced lifetime estimation of high-strength steel S550 under different strain ratios", Marine Struct., 61, 343-360. https://doi.org/10.1016/j.marstruc.2018.06.011
  16. Gardner, L., Bu, Y. and Theofanous, M. (2016), "Laser-welded stainless steel I-sections: Residual stress measurements and column buckling tests", Eng. Struct., 127, 536-548. https://doi.org/10.1016/j.engstruct.2016.08.057
  17. GB50017-2017 (2017), Code for design of steel structures; China Planning Press, Beijing, China.
  18. Gou, R., Yu, M., Zhang, Y. and Xu, X. (2014), "Residual stress measurement of 1500 m(3) spherical tanks by X-ray diffraction method", Insight, 56(1), 26-30. https://doi.org/10.1784/insi.2014.56.1.26
  19. Hwang, I.-H., Chun, H.-J., Hong, I.-P., Park, Y.-B. and Kim, Y.-J. (2015), "Change of transmission characteristics of FSSs in hybrid composites due to residual stresses", Steel Compos. Struct., Int. J., 19(6), 1501-1510. https://doi.org/10.12989/scs.2015.19.6.1501
  20. Javidan, F., Heidarpour, A., Zhao, X.L. and Minkkinen, J. (2016), "Application of high strength and ultra-high strength steel tubes in long hybrid compressive members: Experimental and numerical investigation", Thin-Wall. Struct., 102, 273-285. https://doi.org/10.1016/j.tws.2016.02.002
  21. Javidan, F., Heidarpour, A., Zhao, X.-L. and Al-Mahaidi, R. (2018), "Structural coupling mechanism of high strength steel and mild steel under multiaxial cyclic loading", Steel Compos. Struct., Int. J., 27(2), 229-242. https://doi.org/10.12989/scs.2018.27.2.229
  22. Jiang, J., Lee, C.K. and Chiew, S.P. (2015), "Residual stress and stress concentration effect of high strength steel built-up box Tjoints", J. Constr. Steel Res., 105, 164-173. https://doi.org/10.1016/j.jcsr.2014.11.008
  23. Kang, L., Ge, H.B., Suzuki, M. and Wu, B. (2018a), "An average weight whole-process method for predicting mechanical and ductile fracture performances of HSS Q690 after a fire", Constr. Build. Mater., 191, 1023-1041. https://doi.org/10.1016/j.conbuildmat.2018.10.068
  24. Kang, L., Suzuki, M., Ge, H.B. and Wu, B. (2018b), "Experiment of ductile fracture performances of HSSS Q690 after a fire", J. Constr. Steel Res., 146, 109-121. https://doi.org/10.1016/j.jcsr.2018.03.010
  25. Khan, M., Paradowska, A., Uy, B., Mashiri, F. and Tao, Z. (2016), "Residual stresses in high strength steel welded box sections", J. Constr. Steel Res., 116, 55-64. https://doi.org/10.1016/j.jcsr.2015.08.033
  26. Klotz, U.E., Zgraggen, M., Von Trzebiatowski, O., Schindler, H.J., Winkler, M. and Pitschieler, K. (2002), "Residual stress measurement on a welded box beam section", Materialwissenschaft Und Werkstofftechnik. 33(9), 544-549. https://doi.org/10.1002/1521-4052(200209)33:9<544::AIDMAWE544>3.0.CO;2-4
  27. Li, T.-J., Li, G.-Q. and Wang, Y.-B. (2015), "Residual stress tests of welded Q690 high-strength steel box- and H-sections", J. Constr. Steel Res., 115, 283-289. https://doi.org/10.1016/j.jcsr.2015.08.040
  28. Lian, M., Su, M.Z. and Guo, Y. (2015), "Seismic performance of eccentrically braced frames with high strength steel combination", Steel Compos. Struct., Int. J., 18(6), 1517-U217. https://doi.org/10.12989/scs.2015.18.6.1517
  29. Nagaraja Rao, N. and Tall, L. (1961), "Residual stresses in welded plates", Welding J., 40(10), 468-s-105-s.
  30. Nie, S., Zhu, Q., Yang, B. and Li, P. (2018), "Investigation of residual stresses in Q460GJ steel plates from medium-walled box sections", J. Constr. Steel Res., 148, 728-740. https://doi.org/10.1016/j.jcsr.2018.06.028
  31. Qiang, X.H., Jiang, X., Bijlaard, F.S.K. and Kolstein, H. (2016), "Mechanical properties and design recommendations of very high strength steel S960 in fire", Eng. Struct., 112, 60-70. https://doi.org/10.1016/j.engstruct.2016.01.008
  32. Rasmussen, K.J.R. and Hancock, G.J. (1988), "Deformations and residual stresses induced in channel section columns by presetting and welding", J. Constr. Steel Res., 11(3), 175-204. https://doi.org/10.1016/0143-974X(88)90041-7
  33. Saliba, N.G., Tawk, I. and Gergess, A.N. (2018), "Finite element modeling of rolled steel shapes subjected to weak axis bending", Steel Compos. Struct., Int. J., 29(2), 161-173. https://doi.org/10.12989/scs.2018.29.2.161
  34. Somodi, B. and Kovesdi, B. (2017), "Residual stress measurements on cold-formed HSS hollow section columns", J. Constr. Steel Res., 128, 706-720. https://doi.org/10.1016/j.jcsr.2016.10.008
  35. Somodi, B. and Koevesdi, B. (2018), "Residual stress measurements on welded square box sections using steel grades of S235-S960", Thin-Wall. Struct., 123, 142-154. https://doi.org/10.1016/j.tws.2017.11.028
  36. Taheri-Behrooz, F., Aliha, M.R.M., Maroofi, M. and Hadizadeh, V. (2018), "Residual stresses measurement in the butt joint welded metals using FSW and TIG methods", Steel Compos. Struct., Int. J., 28(6), 759-766. https://doi.org/10.12989/scs.2018.28.6.759
  37. Tebedge, N., Alpsten, G. and Tall, L. (1973), "Residual-stress measurement by the sectioning method", Experim. Mech., 13(2), 88-96. https://doi.org/10.1007/BF02322389
  38. Wang, Y.-B., Li, G.-Q. and Chen, S.-W. (2012), "The assessment of residual stresses in welded high strength steel box sections", Journal of Constructional Steel Research. 76, 93-99. https://doi.org/10.1016/j.jcsr.2012.03.025
  39. Wang, W.Y., Qin, S.Q., Kodur, V. and Wang, Y.H. (2018), "Experimental study on evolution of residual stress in welded box-sections after high temperature exposure", Adv. Steel Constr., 14(1), 73-89. https://doi.org/10.18057/IJASC.2018.14.1.5
  40. Wang, Z., Deng, L. and Zhao, J. (2019), "A novel method to extract the equi-biaxial residual stress and mechanical properties of metal materials by continuous spherical indentation test", Mater. Res. Express, 6(3), 036512. https://doi.org/10.1088/2053-1591/aaeca6
  41. Yuan, H.X., Wang, Y.Q., Shi, Y.J. and Gardner, L. (2014), "Residual stress distributions in welded stainless steel sections", Thin-Wall. Struct., 79, 38-51. https://doi.org/10.1016/j.tws.2014.01.022
  42. Zhang, X., Liu, S., Zhao, M. and Chiew, S.-P. (2016), "Residual stress of cold-formed thick-walled steel rectangular hollow sections", Steel Compos. Struct., Int. J., 22(4), 837-853. https://doi.org/10.12989/scs.2016.22.4.837
  43. Zhang, X., Huang, Z., Chen, B., Zhang, Y., Tong, J., Fang, G. and Duan, S. (2019), "Investigation on residual stress distribution in thin plate subjected to two sided laser shock processing", Optics Laser Technol., 111, 146-155. https://doi.org/10.1016/j.optlastec.2018.09.035

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