Effect of corrosion on the buckling behaviour of cold‑formed steel channel section columns under axial compression

• Autorzy: Nie Biao , Xu Shanhua , Chen Huapeng , Wang Youde

Identyfikatory

DOI

10.1007/s43452-023-00615-9

• Języki publikacji: EN

Abstrakty

EN

This paper presents an experimental and numerical investigation on the buckling behaviour of corroded cold-formed steel (CFS) channel section columns under axial compression. 7 stub columns and 7 medium long columns were accelerated corrosion by the outdoor periodic spray test. Prior to compression tests, the mass, residual thickness, surface morphology and initial geometric imperfection of the corroded CFS columns were measured. The failure modes, load-strain curves and load-axial displacement curves obtained from axial compression tests were discussed. Based on the corrosion morphology, the non-linear finite element (FE) model for the corroded CFS columns was then developed. Finally, the calculation method for corroded CFS channel section columns was proposed. The results indicated that with the increasing mass loss rate, the irregularity of residual thickness increased rapidly at first, and then increased slowly due to uniform corrosion. The failure mode of the corroded specimens may change from distortional buckling to local buckling as the mass loss rate increased. With the increase in mass loss rate, the buckling critical load, ultimate load, post-buckling strength and axial displacement corresponding to ultimate load decreased. The failure positions of distortional buckling and local buckling were mainly related to the corrosion degree of the flange and web, respectively. The FE results were compared against the experiment results showing a good match in terms of both the ultimate strength and failure modes.

Słowa kluczowe

EN

corroded cold formed steel; buckling behaviour; axial compression; finite element analysis; calculation method

PL

stal formowana na zimno; ściskanie osiowe; analiza elementów skończonych; metoda obliczeniowa

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2023
• Tom: Vol. 23, no. 2
• Strony: art. no. e70, 2023
• Opis fizyczny: Bibliogr. 39 poz., rys., tab., wykr.

Twórcy

autor

Nie Biao

• School of Transportation Engineering, East China Jiaotong University, Jiangxi, China
• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China

autor

Xu Shanhua

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China

autor

Chen Huapeng

• School of Transportation Engineering, East China Jiaotong University, Jiangxi, China

autor

Wang Youde

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China

Bibliografia

• 1. Yu C. Distortional buckling of cold-formed steel members in bending. Washington: John Hopkins University; 2005.
• 2. Davies JM. Recent research advances in cold-formed steel structures. J Struct Steel Res. 2000;55(1-3):267-88.
• 3. Ye J, Hajirasouliha I, Becque J, et al. Development of more efficient cold-formed steel channel sections in bending. Thin-Walled Struct. 2016;101(4):1-13.
• 4. Cascini L, Portioli F, Landolfo R. Probabilistic time variant assessment of thin-walled steel members under atmospheric corrosion attack. Statyba. 2014;20(3):404-14.
• 5. Paik JK, Lee JM, Ko MJ. Ultimate shear strength of plate elements with pit corrosion wastage. Thin-Walled Struct. 2004;42(8):1161-76.
• 6. Wang YD, Zhou XD, Kong DL, Xu SH. Stochastic constitutive model of structural steel based on random field of corrosion depth. Case Stud Construct Mater. 2022;16:e00972.
• 7. Wang Y, Xu S, Li A. Flexural performance evaluation of corroded steel beams based on 3D corrosion morphology. Struct Infrastruct Eng. 2020;16(12):1-16.
• 8. Karagah H, Shi C, Dawood M, Belarbi A. Experimental investigation of short steel columns with localized corrosion. Thin-Walled Struct. 2015;87:191-9.
• 9. Shi C, Karagah H, Dawood M, Belarbi A. Numerical investigation of H-shaped short steel piles with localized severe corrosion. Eng Struct. 2014;73:114-24.
• 10. Shi C, Karagah H, Belarbi A, Mina D. Inelastic buckling behavior of steel H-piles with localized severe corrosion. J Bridge Struct. 2016;21(3):04015069.
• 11. Cinitha A, Umesha PK, Iyer NR. An overview of corrosion and experimental studies on corroded mild steel compression members. KSCE J Civ Eng. 2014;18(6):1735-44.
• 12. Wang R, Shenoi RA. Experimental and numerical study on ultimate strength of steel tubular members with pitting corrosion damage. Mar Struct. 2019;64:124-37.
• 13. Zhang Z, Xu S, Nie B, Li R, Xing Z. Experimental and numerical investigation of corroded steel columns subjected to in-plane compression and bending. Thin-Walled Struct. 2020;151: 106735.
• 14. Zhang Z, Xu S, Wang Y, Nie B, Wei T. Local and post-buckling behavior of corroded axially-compressed steel columns. Thin-Walled Struct. 2020;157: 107108.
• 15. Xia M, Xu S, Wang Y, Li H, Zhao B. Experimental study on bearing capacity of corroded Q345 H-shaped steel column under axial compression load. J Build Eng. 2022;52: 104354.
• 16. Georgios T, Brendan T, Alexander B, Sergio F, Simos G. Strength evaluation of deteriorated girder ends. I: experimental study on naturally corroded I-beams. Thin-Walled Struct. 2021;159:107220.
• 17. Georgios T, Brendan T, Alexander B, Sergio F, Simos G. Strength evaluation of deteriorated girder ends. II: numerical study on corroded I-beams. Thin-Walled Struct. 2021;159:107216.
• 18. Tzortzinis G, Brena SF, Gerasimidis S. Experimental testing, computational analysis and analytical formulation for the remaining capacity assessment of bridge plate girders with naturally corroded ends. Eng Struct. 2022;252: 113488.
• 19. Tzortzinis G, Brena SF, Gerasimidis S. Using 3D laser scanning for estimating the capacity of corroded steel bridge girders: Experiments, computations and analytical solutions. Eng Struct. 2022;265: 114407.
• 20. Zhao Z, Tang L, Zhang N, Cai Q, Mo S, Liang B. Shear capacity of H-shaped steel beam with randomly located pitting corrosion. Appl Ocean Res. 2021;115: 102851.
• 21. Zhao Z, Mo S, Xiong Q, Liu H, Liang B. Moment capacity of H-section steel beam with randomly located pitting corrosion. Probab Eng Mech. 2021;66: 103161.
• 22. Zhang Z, Xu S, Wang H, Nie B, Su C. Flexural buckling behavior of corroded hot-rolled H-section steel beams. Eng Struct. 2021;229: 111614.
• 23. Garbatov Y, Soares GG, Parunov J, Kodvanj J. Tensile strength assessment of corroded small scale specimens. Corro Sci. 2014;85:296-303.
• 24. Garbatov Y, Tekgoz M, Guedes S. Experimental and numerical strength assessment of stiffened plates subjected to severe non-uniform corrosion degradation and compressive load. Ships Off shore Struct. 2017;12(4):461-73.
• 25. Fu Y, Wu X, Han EH, Wei K, Ke Y, Jiang Z. Effects of cold work and sensitization treatment on the corrosion resistance of high nitrogen stainless steel in chloride solutions. Electrochim Acta. 2009;54(5):1618-29.
• 26. Nakhaie D, Moayed MH. Pitting corrosion of cold rolled solution treated 17-4 PH stainless steel. Corro Sci. 2014;80(3):290-8.
• 27. Foroulis ZA, Uhlig HH. Effect of cold-work on corrosion of iron and steel in hydrochloric acid. J Electrochem Soc. 1964;111(5):522-8.
• 28. Stefec R, Franz F. A study of the pitting corrosion of cold-worked stainless steel. Corro Sci. 1978;18(2):161-8.
• 29. Xu SH, Zhang ZX, Li R, Wang H. Effect of cleaned corrosion surface topography on mechanical properties of cold-formed thin-walled steel. Construct Build Mater. 2019;2019(222):1-14.
• 30. Zhang Z, Xu S, Li R. Comparative investigation of the effect of corrosion on the mechanical properties of different parts of thin-walled steel. Thin-Walled Struct. 2020;146:26-40.
• 31. Nie B, Xu S, Yu J, Zhang H. Experimental investigation of mechanical properties of corroded cold-formed steels. J Struct Steel Res. 2019;162: 105706.
• 32. Nie B, Xu S, Zhang Z, Li A. Surface morphology characteristics and mechanical properties of corroded cold-formed steel channel sections. J Build Eng. 2021;10:1786.
• 33. Nie B, Xu S, Zhang H, Zhang Z. Experimental and numerical studies on the behaviour of corroded cold-formed steel columns. Steel Compos Struct. 2020;35(5):611-25.
• 34. Nie B, Xu S, Zhang Z, Gu R. Experimental investigation on corroded cold-formed steel beam-columns under compression and major axis bending. J Struct Steel Res. 2020;169: 106026.
• 35. Gb. Corrosion tests in artificial atmospheres-salt spray tests. Beijing: Standards Press of China; 2012. (in Chinese).
• 36. Gb. Corrosion of metals and alloys, outdoors exposure test methods for periodic water spray. Beijing: Standards Press of China; 2009. (in Chinese).
• 37. Wang G. Stability behavior analysis and experimental study of sinhly-symmetric cold-formed thin-walled steel members under compression loading. Harbin: Harbin Institute of Technology; 2007.
• 38. AISI S100-16 (2016) North American specification for the design of cold-formed steel structural members.
• 39. GB50018-2014 (2014) Technical code of cold-formed steel structures (exposure draft) (in Chinese).

Uwagi

PL

Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).