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Performance of circular stainless‑carbon steel tube confned concrete stubs under axial compression

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
To increase the usage cost-efectiveness of stainless steel in structural members, a bimetallic tube composed of an external thin-walled stainless steel tube and an internal relatively thick-walled carbon steel tube is proposed. Fifteen stub specimens including nine stainless-carbon steel tube confned concrete (SCTCC) stubs and six concrete-flled stainless-carbon steel tubes (CFSCT) were tested and analyzed in detail. The results show that both SCTCC stubs and CFSCT stubs exhibit good mechanical performance and shear failure modes. The axial strength of SCTCC stubs is higher than that of CFSCT stubs. Regarding SCTCC stubs, the exterior stainless-steel tube would yield before the interior carbon-steel one. The parametric analysis shows that the rising in the thickness ratio of stainless steel tube would decrease the axial capacity of SCTCC model, but also cause the decrease in the axial resistance of the model beyond the peak to become more subtle. The predicting method regarding the capacity of SCTCC stub under axial compression is proposed based on the current design standard and test results.
Rocznik
Strony
art. no. e104
Opis fizyczny
Bibliogr. 22 poz., rys., tab., wykr.
Twórcy
autor
  • School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
  • Postdoctoral Station of Civil Engineering, Chongqing University, Chongqing 400000, China
autor
  • School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
autor
  • School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China
Bibliografia
  • 1. Xie BC, Guo CY, Zhang SQ, et al. High temperature material properties of S30408 austenitic stainless steel. Prog Steel Build Struct. 2021;23(2):53-61.
  • 2. Wang XD, Liu JP, Zhang SM. Behavior of short circular tubed-reinforced-concrete columns subjected to eccentric compression. Eng Struct. 2015;105:77-86.
  • 3. Nematzadeh M, Fazli S, Naghipour M, et al. Experimental study on modulus of elasticity of steel tube-confned concrete stub columns with active and passive confnement. Eng Struct. 2017;130:142-53.
  • 4. Hoang AL, Fehling E. Numerical study of circular steel tube confned concrete (STCC) stub columns. J Constr Steel Res. 2017;136:238-55.
  • 5. Liu JP, Teng Y, Zhang YS, et al. Axial stress-strain behavior of high-strength concrete confned by circular thin-walled steel tubes. Constr Build Mater. 2018;177:366-77.
  • 6. Young B, Ellobody E. Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns. J Constr Steel Res. 2006;62(5):484-92.
  • 7. Lam D, Gardener L. Structural design of stainless steel concrete-flled columns. J Constr Steel Res. 2008;64(11):1275-82.
  • 8. Ye Y, Han LH, Sheehan T, et al. Concrete-flled bimetallic tubes under axial compression: experimental investigation. Thin Walled Struct. 2016;108:321-32.
  • 9. Ye Y, Zhang SJ, Han LH, et al. Square concrete-flled stainless steel/carbon steel bimetallic tubular stub columns under axial compression. J Constr Steel Res. 2018;146:49-62.
  • 10. Ye Y, Han LH, Guo ZX. Concrete-filled bimetallic tubes (CFBT) under axial compression: analytical behaviour. Thin Walled Struct. 2017;119:839-50.
  • 11. Gao S, Guo L. Performance of circular bimetallic tube confned concrete slender columns under eccentric compression. Arch Civ Mech Eng. 2021;21:40.
  • 12. Gao S, Guo L, Tian J, Li XJ. Behavior of circular bimetallic tube-confned concrete stubs under eccentric compression. J Build Eng. 2021;44: 103402.
  • 13. Li B, Xing X, Luo KN. Research on the mechanical behavior of multi-cavity concrete-filled square steel tubular short columns under axial compression. Prog Steel Build Struct. 2021;23(1):13-7.
  • 14. Liu HB, Yang CS, Chen ZH, et al. Mechanical test of standard cold-formed square steel pipes at elevated temperatures. Prog Steel Build Struct. 2021;23(4):61-72.
  • 15. Yang H, Zhang JC, Du GF, et al. Experimental study on the behavior of cross-shaped concrete-flled steel tubular intermediate long columns under axial compression. Prog Steel Build Struct. 2021;23(7):49-57.
  • 16. Gao S, Guo L, Zhang SM, Peng Z. Performance degradation of circular thin-walled CFST stub columns in high-latitude ofshore region. Thin Walled Struct. 2020;154: 106906.
  • 17. Yan JB, Dong X, Zhu JS. Compressive behaviours of CFST stub columns at low temperatures relevant to the Arctic environment. Constr Build Mater. 2019;223:503-19.
  • 18. Zhang SM, Guo LH, Ye ZL, Wang YY. Behavior of steel tube and confned high strength concrete for concrete-flled RHS tubes. Adv Struct Eng. 2005;8(2):101-16.
  • 19. Quaeh WM, Tengand JG, Chung KF. Three-stage full-range stress-strain model for stainless steels. J Struct Eng ASCE. 2008;134(9):1518-27.
  • 20. Wang YY, Zhang SM. Analysis and simplifed calculation of mechanical behavior of concrete-flled steel short columns under axial compression based on three parameters. J Harbin Inst Technol. 2007;39(2):210-5.
  • 21. Li X, Zhang YZ. An investigation on the constitutive model in ABAQUS of rectangular CFST columns with longitudinal stiffeners under static loading. Prog Steel Build Struct. 2021;23(8):84-96.
  • 22. JGJT 471-2019. Technical standard for steel tube confned concrete structures. Ministry of Construction of the People’s Republic of China; 2019.
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-915db648-9cf1-426d-88ab-68d131652535
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