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Study of Fire Resistance Performance of Stiffened Welded Hollow Spherical Joint Under Axial Tension

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Abstract

To study the fire resistance performance of stiffened welded hollow spherical joints under axial tension, two specimens with load ratios of 0.4 and 0.6 were subjected. The temperature distribution, failure mode, and fire resistance performance of stiffened welded hollow spherical joints under axial tension were obtained. The test results show that the failure mode of the joint was a pull-out failure. During the heating process, the closer to the spherical equator, the higher the spherical temperature, and the temperature of the sphere at the stiffener is lower than that of the sphere at the non-stiffener. The load ratio has a great influence on the refractory performance of the stiffened welded hollow sphere joint. When the load ratio of the specimen is reduced from 0.60 to 0.40, the fire resistance time of the specimen increases by 4.47 min, and the critical temperature increases by 21.3 °C. According to the European Code, the finite element model for the stiffened welded hollow spherical joints is established. The effect law of various influencing factors on the fire resistance performance of stiffened welded hollow spherical joints is studied. The research results show that reducing the load ratio and increasing the thickness of the sphere can significantly improve the fire resistance performance of the joint. The calculation formula of the critical temperature of steel members in the current standard not suitable for the calculation of the critical temperature of the welded hollow spherical joint. The critical temperature values with different load ratios recommended by the current standard were relatively more conservative. Taking the ambient temperature as the fire resistance temperature, the finite element analysis results were fitted, and the formula for calculating the fire resistance temperature of the stiffened welded hollow spherical joint was proposed.

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References

  • EN1993–1–2 (2005) EuroCode3: Design of steel structures. Part1–2: General rules –Structural fire design. Belgium: European Committee for Standardization.

  • GB/T 9978.1–2008. (2008). Fire-resistance tests-elements of building construction-Part 1: general requirements. Beijing: Standardization Administration of the People's Republic of China (in Chinese).

  • GB/T 228.1–2010. (2010). Metallic Materials-Tensile testing- Part 1: Method of test at room temperature. Beijing: Standards Press of China (in Chinese).

  • GB 51249–2017. (2017). Code for fire safety of steel structures in buildings. Beijing: China Planning Press (in Chinese).

  • Huang, B. S., Zhang, R. Y., Yang, F., Huang, T. J., Zhang, Y. W., Zhang, X., & Cao, Y. F. (2018). Experimental study on stiffened welded hollow spherical joints subjected to compression and fire. Journal of Building Structures, 39(S1), 192–197. (in Chinese).

    Google Scholar 

  • Huang, B. S., Zhang, Y. W., Zhang, R. Y., & Yang, F. (2020). Experimental study on the behavior of fire resistance of welded hollow spherical joint under compression. KSCE Journal of Civil Engineering, 24(12), 3737–3745.

    Article  Google Scholar 

  • JGJ 7–2010 (2010). Technical specification for space frame structures. Beijing: Ministry of Construction of the People’s Republic of China (in Chinese).

  • Li, G. Q., Zhang, X. J., Jiang, S. C., & Yin, Y. Z. (2001). Experimental study of the material properties of SM41 steel at elevated temperature. Industrial Construction, 31(6), 57–59. (in Chinese).

    Google Scholar 

  • Liu, X. L. (2013). The development of spatial grid structures in China in the last thirty years. Industrial Construction, 43(5), 103–107. (in Chinese).

    Google Scholar 

  • Qiu, L. B., Xue, S. D., Li, X. Y., & Feng, M. (2011). Tension performance of welded hollow spherical joints under Fire. Progress in Steel Building Structures, 13(03), 9–14. (in Chinese).

    Google Scholar 

  • Xue, S. D., & Qiu, L. B. (2010). Temperature field analysis of welded hollow spherical joints under fire. Spatial Structures, 16(02), 91–96. (in Chinese).

    Google Scholar 

  • Zhang, R. Y., Huang, B. S., & Yang, F. (2019). Temperature field of stiffened welded hollow ball joint under fire. Journal of Civil Engineering and Management, 36(06), 143–149. (in Chinese).

    Google Scholar 

  • Zhao, J. C. (2000). Experimental research on mechanical properties of structural steel at high temperature. Building Structure, 30(4), 26–31. (in Chinese).

    Google Scholar 

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Acknowledgements

This work was supported by the Jiangsu Provincial Postgraduate Research and Practice Innovation Program Project (Grant No. KYCX21_1155).

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Correspondence to Bingsheng Huang.

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Qiu, X., Chen, T., Huang, B. et al. Study of Fire Resistance Performance of Stiffened Welded Hollow Spherical Joint Under Axial Tension. Int J Steel Struct 23, 521–533 (2023). https://doi.org/10.1007/s13296-023-00711-9

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  • DOI: https://doi.org/10.1007/s13296-023-00711-9

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