DOI QR코드

DOI QR Code

Behaviour of large fabricated stainless steel beam-to-tubular column joints with extended endplates

  • Wang, Jia (School of Civil Engineering, The University of Sydney) ;
  • Uy, Brian (School of Civil Engineering, The University of Sydney) ;
  • Li, Dongxu (School of Civil Engineering, The University of Sydney)
  • 투고 : 2019.04.05
  • 심사 : 2019.05.29
  • 발행 : 2019.07.10

초록

This paper presents the flexural behaviour of stainless steel beam-to-tubular column joints with extended endplates subjected to static loading. Moment-rotation relationships were investigated numerically by using Abaqus software with geometric and material nonlinearity considered. The prediction of damages among components was achieved through ductile damage models, and the influence of initial geometric imperfections and residual stresses was evaluated in large fabricated stainless steel joints involving hollow columns and concrete-filled columns. Parametric analysis was subsequently conducted to assess critical factors that could affect the flexural performance significantly in terms of the initial stiffness and moment resistance. A comparison between codes of practice and numerical results was thereafter made, and design recommendations were proposed for further applications. Results suggest that the finite element model can predict the structural behaviour reasonably well with the component damage consistent with test outcomes. Initial geometric imperfections and residual stresses are shown to have little effect on the moment-rotation responses. A series of parameters that can influence the joint behaviour remarkably include the strain-hardening exponents, stainless steel strength, diameter of bolts, thickness of endplates, position of bolts, section of beams and columns. AS/NZS 2327 is more reliable to predict the joint performance regarding the initial stiffness and moment capacity compared to EN 1993-1-8.

키워드

과제정보

연구 과제 주관 기관 : Australian Research Council (ARC)

참고문헌

  1. ABAQUS (2016), User Manual; Version 6.16, DS SIMULIA Corp, Providence, RI, USA.
  2. Arrayago, I. and Real, E. (2016), "Experimental study on ferritic stainless steel simply supported and continuous beams", J. Constr. Steel Res., 119, 50-62. https://doi.org/10.1016/j.jcsr.2015.12.006
  3. 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
  4. AS 4100-1998 (1998), Steel structures; Australia.
  5. AS/NZS 2327-2017 (2017), Composite structures-Composite steel-concrete construction in buildings; Australia.
  6. Ashraf, M., Gardner, L. and Nethercot, D.A. (2008), "Structural stainless steel design: Resistance based on deformation capacity", J. Struct. Eng., 134(3), 402-411. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(402)
  7. Averseng, J., Bouchair, A. and Chateauneuf, A. (2017), "Reliability analysis of the nonlinear behaviour of stainless steel cover-plate joints", Steel Compos. Struct., Int. J., 25(1), 45-55. https://doi.org/10.12989/scs.2017.25.1.045
  8. Baddoo, N.R. (2008), "Stainless steel in construction: A review of research, applications, challenges and opportunities", J. Constr. Steel Res., 64(11), 1199-1206. https://doi.org/10.1016/j.jcsr.2008.07.011
  9. BS EN 10088-1 (2014), Stainless steels. part 1: list of stainless steels: European Committee for Standardization, Brussels, Belgium.
  10. Cai, Y. and Young B. (2018), "Bearing resistance design of stainless steel bolted connections at ambient and elevated temperatures", Steel Compos. Struct., Int. J., 29(2), 273-286. https://doi.org/10.12989/scs.2018.29.2.273
  11. 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
  12. 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
  13. Elflah, M., Theofanous, M., Dirar, S. and Yuan, H. (2018a), "Behaviour of stainless steel beam-to-column joints-Part 1: Experimental investigation", J. Constr. Steel Res., 152, 183-193. https://doi.org/10.1016/j.jcsr.2018.02.040
  14. Elflah, M., Theofanous, M. and Dirar, S. (2018b), "Behaviour of stainless steel beam-to-column joints-part 2: Numerical modelling and parametric study", J. Constr. Steel Res., 152, 194-212. https://doi.org/10.1016/j.jcsr.2018.04.017
  15. Elflah, M., Theofanous, M., Dirar, S. and Yuan, H. (2019), "Structural behaviour of stainless steel beam-to-tubular column joints", Eng. Struct., 184, 158-175. https://doi.org/10.1016/j.engstruct.2019.01.073
  16. EN 1993-1-1 (2005), Eurocode 4: Design of steel structures. part 1-1: general rules and rules for buildings: European Committee for Standardization, Brussels, Belgium.
  17. EN 1993-1-5 (2006), Eurocode 4: Design of steel structures. part 1-5: plated structural elements: European Committee for Standardization, Brussels, Belgium.
  18. EN 1993-1-8 (2010), Eurocode 4: Design of steel structures. part 1-8: design of joints: European Committee for Standardization, Brussels, Belgium.
  19. EN 1994-1-1 (2004), Eurocode 4: Design of composite steel and concrete structures. part 1-1: general rules and rules for buildings: European Committee for Standardization, Brussels, Belgium.
  20. Gardner, L. and Nethercot, D.A. (2004), "Experiments on stainless steel hollow sections-Part 1: Material and cross-sectional behaviour", J. Constr. Steel Res., 60(9), 1291-1318. https://doi.org/10.1016/j.jcsr.2003.11.006
  21. Gkantou, M., Kokosis, G., Theofanous, M. and Dirar, S. (2019), "Plastic design of stainless steel continuous beams", J. Constr. Steel Res., 152, 68-80. https://doi.org/10.1016/j.jcsr.2018.03.025
  22. Han, L.H., Xu, C.Y. and Tao, Z. (2019), "Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research", J. Constr. Steel Res., 152, 117-131. https://doi.org/10.1016/j.jcsr.2018.02.038
  23. Hasan, M.J., Ashraf, M. and Uy, B. (2017), "Moment-rotation behaviour of top-seat angle bolted connections produced from austenitic stainless steel", J. Constr. Steel Res., 136, 149-161. https://doi.org/10.1016/j.jcsr.2017.05.014
  24. Huang, Y. and Young, B. (2014), "Experimental investigation of cold-formed lean duplex stainless steel beam-columns", Thin-Wall. Struct., 76, 105-117. https://doi.org/10.1016/j.tws.2013.11.006
  25. 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
  26. Jaspart, J.P. (1991), "Study of the semi-rigidity of beam-to-column joints and its influence on the resistance and stability of steel buildings", Ph.D. Thesis, Liege University, Liege, Belgium.
  27. Kim, T. and Lim, J. (2013), "Ultimate strength of single shear twobolted connections with austenitic stainless steel", Int. J. Steel Struct., 13(1), 117-128. https://doi.org/10.1007/s13296-013-1011-z
  28. 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
  29. Korol, R.M., Ghobarah, A. and Mourad, S. (1993), "Blind bolting W-shape beams to HSS columns", J. Struct. Eng., 119(12), 3463-3481. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:12(3463)
  30. Lee, C.H., Chang, K.H., Park, K.T., Shin, H.S. and Lee, M. (2014), "Compressive strength of girth-welded stainless steel circular hollow section members: Stub columns", J. Constr. Steel Res., 92, 15-24. https://doi.org/10.1016/j.jcsr.2013.09.004
  31. Liew, J.Y.R. (2001), "State-of-the-art of advanced inelastic anaysis of steel and composite structures", Steel Compos. Struct., Int. J., 1(3), 341-354. https://doi.org/10.12989/scs.2001.1.3.341
  32. Lopes, N., Manuel, M., Sousa, A.R. and Real, P.V. (2019), "Parametric study on austenitic stainless steel beam-columns with hollow sections under fire", J. Constr. Steel Res., 152, 274-283. https://doi.org/10.1016/j.jcsr.2018.04.018
  33. Lui, W.M., Ashraf, M. and Young, B. (2014), "Tests of coldformed duplex stainless steel SHS beam-columns", Eng. Struct., 74, 111-121. https://doi.org/10.1016/j.engstruct.2014.05.009
  34. Mirambell, E. and Real, E. (2000), "On the calculation of deflections in structural stainless steel beams: an experimental and numerical investigation", J. Constr. Steel Res., 54(1), 109-133. https://doi.org/10.1016/S0143-974X(99)00051-6
  35. Mursi, M. and Uy, B. (2003), "Strength of concrete filled steel box columns incorporating interaction buckling", J. Struct. Eng., 129(5), 626-639. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:5(626)
  36. Paul, A., Gleich, L.B. and Kahn, L.F. (2017), "Structural Performance of Prestressed Concrete Bridge Piles Using Duplex Stainless Steel Strands", J. Struct. Eng., 143(7), 04017042. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001770
  37. Pavlovic, M., Markovic, Z., Veljkovic, M. and Budevac, D. (2013), "Bolted shear connectors vs. headed studs behaviour in push-out tests", J. Constr. Steel Res., 88, 134-149. https://doi.org/10.1016/j.jcsr.2013.05.003
  38. Ramberg, W. and Osgood, W.R. (1943), "Description of stress-strain curves by three parameters", Technical Note No. 902, National Advisory Committee for Aeronautics, Washington DC, USA.
  39. Rasmussen, K.J. (2003), "Full-range stress-strain curves for stainless steel alloys", J. Constr. Steel Res., 59(1), 47-61. https://doi.org/10.1016/S0143-974X(02)00018-4
  40. Real, E., Arrayago, I., Mirambell, E. and Westeel, R. (2014), "Comparative study of analytical expressions for the modelling of stainless steel behaviour", Thin-Wall. Struct., 83, 2-11. https://doi.org/10.1016/j.tws.2014.01.026
  41. Shams, M. and Saadeghvaziri, M.A. (1999), "Nonlinear response of concrete-filled steel tubular columns under axial loading", Struct. J., 96(6), 1009-1017.
  42. Tao, Z., Hassan, M.K., Song, T.Y. and Han, L.H. (2017), "Experimental study on blind bolted connections to concretefilled stainless steel columns", J. Constr. Steel Res., 128, 825-838. https://doi.org/10.1016/j.jcsr.2016.10.016
  43. Tokgoz, S. (2015), "Tests on plain and steel fiber concrete-filled stainless steel tubular columns", J. Constr. Steel Res., 114, 129-135. https://doi.org/10.1016/j.jcsr.2015.07.013
  44. Tondini, N., Rossi, B. and Franssen, J.M. (2013), "Experimental investigation on ferritic stainless steel columns in fire", Fire Safety J., 62, 238-248. https://doi.org/10.1016/j.firesaf.2013.09.026
  45. Wang, J.F. and Chen, L. (2012), "Experimental investigation of extended end plate joints to concrete-filled steel tubular columns", J. Constr. Steel Res., 79, 56-70. https://doi.org/10.1016/j.jcsr.2012.07.016
  46. Wang, J., Uy, B. and Li, D.X. (2018a), "Analysis of demountable steel and composite frames with semi-rigid bolted joints", Steel Compos. Struct., Int. J., 28(3), 363-380. https://doi.org/10.12989/scs.2018.28.3.363
  47. Wang, J., Uy, B., Thai, H.T. and Li, D.X. (2018b), "Behaviour and design of demountable beam-to-column composite bolted joints with extended end-plates", J. Constr. Steel Res., 144, 221-235. https://doi.org/10.1016/j.jcsr.2018.02.002
  48. Wang, J., Zhu, H., Uy, B., Patel, V., Aslani, F. and Li, D.X. (2018c), "Moment-rotation relationship of hollow-section beam-to-column steel joints with extended end-plates", Steel Compos. Struct., Int. J., 29(6), 717-734. http://dx.doi.org/10.12989/scs.2018.29.6.717
  49. Yousuf, M., Uy, B., Tao, Z., Remennikov, A. and Liew, J.R. (2014), "Impact behaviour of pre-compressed hollow and concrete filled mild and stainless steel columns", J. Constr. Steel Res., 96, 54-68. https://doi.org/10.1016/j.jcsr.2013.12.009
  50. 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
  51. Zhao, O., Gardner, L. and Young, B. (2016), "Experimental study of ferritic stainless steel tubular beam-column members subjected to unequal end moments", J. Struct. Eng., 142(11), 04016091. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001563

피인용 문헌

  1. Initial stiffness and moment capacity assessment of stainless steel composite bolted joints with concrete-filled circular tubular columns vol.33, pp.5, 2019, https://doi.org/10.12989/scs.2019.33.5.681
  2. Cyclic behaviour and modelling of stainless-clad bimetallic steels with various clad ratios vol.34, pp.2, 2019, https://doi.org/10.12989/scs.2020.34.2.189
  3. Non-linear FEA of mechanical properties of modular prefabricated steel-concrete composite joints vol.40, pp.4, 2019, https://doi.org/10.12989/scs.2021.40.4.533