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Stability of Box-Section Steel Column Considering Welding Residual Stress at High Temperatures

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A Correction to this article was published on 01 March 2022

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This paper presents the effect of residual welding stress on the ultimate stability bearing capacity of the box-section steel column. FEM method is employed to investigate the stability characteristics of box section steel column whose whole length is under high temperature. Firstly, the distribution of the initial longitudinal welding residual stress of the column is calculated. Secondly, the effect of high temperature along the whole column length due to fire on the residual welding stress is investigated. The results indicate that the increase in temperature could cause the relaxation of the longitudinal seam residual stress. When the temperature is less than 244°C, the residual stress relaxation could not decrease the ultimate load-carrying capacity. The ultimate load-carrying capacity could decline remarkably as the temperature increases while the temperature is higher than 244°C. In addition, the initial geometric defects weakly affect the ultimate stability bearing capacity, and the reduction factor of the column gradually declines as the slenderness ratio increases.

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References

  1. G.Q. Li, L.H. Han, G.B. Lou., S.C. Jiang, “Fire resistant design of steel structure and steel-concrete composite structure” (in Chinese), Beijing: China Construction Industry Press (2006)

  2. Y. Ge, W.Y. Wang, “Experimental study on residual stress distribution of H-section steel components before and after the fire” (in Chinese), J. Disaster Prevention and Mitigation Engineering 35, No.1, 126-131(2015).

    Google Scholar 

  3. W.Y. Wang, S.Q. Qin., “Experimental investigation of residual stresses in thin-walled welded H-sections after fire exposure,” Thin Wall. Struct. 101, 109-119 (2016).

    Article  Google Scholar 

  4. K. Yang, H. Lee, O. Chan., “Performance of steel H columns loaded under uniform temperature”, J. Constr. Steel Res. 62, No. 3, 262-270(2006).

    Article  Google Scholar 

  5. K. Yang, H. Lee, O. Chan, “Structural behavior of centrally loaded steel columns at elevated temperature”, J. Constr. Steel Res. 65, No. 10-11, 2062-2068(2009).

    Article  Google Scholar 

  6. V. K.R. Kodur, “Effect of local instability on capacity of steel beams exposed to fire”, J. Constr. Steel Res. 111, 31-42 (2015).

    Article  Google Scholar 

  7. T. Scullion, F. Ali, A. Nadjai, “Effect of axial restraint on the performance of Elliptical Hollow Section steel columns in hydrocarbon fire”, Eng. Struct. 12, No. 33, pp. 3155-3161 (2011).

    Article  Google Scholar 

  8. M.B. Wong, “Modeling of axial restraints for limiting temperature calculation of steel members in fire”, J. Constr. Steel Res. 61, No. 5, 675-687(2005).

    Article  Google Scholar 

  9. W.Y. Wang, S.Q. Qin, L.B. Zhang, “Residual stress of welded section of high strength Q460 steel under high temperature” (in Chinese), Journal of Tongji University (Natural Science Edition) 45, No. 01, 23-30(2017).

    Google Scholar 

  10. European Committee for Standardization, ENV 1993-1-2, Eurocode 3, Design of Steel Structures, Part 1.2: Structural Fire Design (1993)

  11. S.Q. Qin. The effect of elevated temperature on residual welding stress, Chongqing University (2015)

  12. International Standard ISO834, Fire-Resistance Tests Elements of Building Construction, Amendment 1, Amendment 2 (1980)

  13. Ministry of Housing and Urban-Rural Development of the People's Republic of China. GB 50017-2017 Steel Structure Design Standard, Beijing: China Construction Industry Press (2018)

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Correspondence to J. S. Ju.

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Translated from Problemy Mitsnosti, No. 1, p.10, January – February, 2022.

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Fu, Y.Q., Zhang, Y., Zhang, D. et al. Stability of Box-Section Steel Column Considering Welding Residual Stress at High Temperatures. Strength Mater 54, 53–60 (2022). https://doi.org/10.1007/s11223-022-00381-8

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  • DOI: https://doi.org/10.1007/s11223-022-00381-8

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