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Experimental Study on the Behavior of Fire Resistance of Welded Hollow Spherical Joint under Compression

  • Structural Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

Through the transient test on two welded hollow spherical joints subjected to compression under fire, the temperature distribution, displacement characteristics, failure mode and ultimate fire resistance time of the joint under different load ratios were obtained under standard fire. The three-dimensional finite element model of welded hollow spherical joints was established, and the performance of the joints subjected to compression under fire was analyzed. Compared with the test results, the correctness of finite element simulation analysis was verified. The results showed that during the heating process, the surface temperature of the sphere inside the steel pipe is the lowest. The surface temperature of the sphere is low at the intersection with the steel tube and is highest at the middle-latitude of the sphere. The surface temperature of sphere is lower than ISO-834 standard heating curve. Failure mode of axially compressed welded hollow spherical joints under fire is concave failure. Failure position is at the sphere connected with the steel pipe. Failure process is short. Fire resistance time of load-ratio 0.35 specimen is more than 20% longer than that of load-ratio 0.6 specimen. The critical temperature of the current fire protection code is smaller than the results of the finite element.

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References

  • Bai Y, Shi YJ, Wang YQ (2011) Mechanical properties analysis and design method for grid structures under fire conditions. Journal of Shen Zhen University Science and Engineering 28(2):113–118, DOI: https://doi.org/10.3969/j.issn.1000-2618.2011.02.004 (in Chinese)

    Google Scholar 

  • CEN (2005) Eurocode3: Design of steel structures — Part1.2: General rules for structural fire design. BS EN1993-1-2, European Committee for Standardization, Brussels, Belgium

    Google Scholar 

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

    Google Scholar 

  • Han QH, Liu XL (2004) Ultimate bearing capacity of the welded hollow spherical joints in spatial reticulated structures. Engineering Structures 26(1):73–82, DOI: https://doi.org/10.1016/j.engstruct.2003.08.012

    MathSciNet  Google Scholar 

  • Han QH, Pan YD, Liu XL (2003) Analysis for the ultimate tensil and compressive bearing capacity of welded hollow spherical joints. China Civil Engineering Journal 36(10):1–6, DOI: https://doi.org/10.3321/j.issn:1000-131X.2003.10.001 (in Chinese)

    Google Scholar 

  • ISO 834-1:1999 (1999) Fire-resistance tests — Elements of building construction — Part 1: General requirements. ISO 834-1:1999, International Organization for Standardization, Geneva, Switzerland

    Google Scholar 

  • JGJ 7–2010 (2010) Technical specification for space frame structures. JGJ 7–2010, China Architecture & Building Press, Beijing, China (in Chinese)

    Google Scholar 

  • JG/T 11–2009 (2009) Welded hollow spherical node of space grid structures. JG/T 11–2009, China Standard Press, Beijing, China (in Chinese)

    Google Scholar 

  • Ji H, Xiong SS, Huang LT (2010) Finite element analysis and full-scale experimental study on large spherical joint in multi-axial loading. Engineering Mechanics 27(4):173–178 (in Chinese)

    Google Scholar 

  • Li GQ, Zhang XJ, Jiang SC (2001) Experimental studies of the material properties of SM41 steel at elevated temperatures. Industrial Construction 31(6):57–59, DOI: https://doi.org/10.3321/j.issn:1000-8993.2001.06.016 (in Chinese)

    Google Scholar 

  • Ou ML, Cao WJ (2006) On the Mechanic performance of building-purpose Q235 steel under high-temperature (fire). Journal of Zhuzhou Institute of Technology 20(4):99–101, DOI: https://doi.org/10.3969/j.issn.1673-9833.2006.04.029 (in Chinese)

    Google Scholar 

  • Qiu LB, Xue SD, Li XY (2011) Tension performance of welded hollow spherical joints under fire. Progress in Steel Building Structures 13(3):9–14 (in Chinese)

    Google Scholar 

  • Wang HL, Du Y, Li X, Zhang H (2018) Calculation of restrained stiffness of chords for double-layers grid structures subjected to localized fire based on decoupling of thermal & mechanical interaction. Spatial Structures 24(1):17–27, DOI: https://doi.org/10.13849/j.issn.1006-6578.2018.01.017 (in Chinese)

    Google Scholar 

  • Xue SD, Qiu LB (2011) Experimental investigation on compression performance of welded hollow spherical joints in fire. Journal of Building Structures 32(2):113–119, DOI: https://doi.org/10.14006/j.jzjgxb.2011.02.017 (in Chinese)

    Google Scholar 

  • Xue SD, Qiu LB, Li XY (2009) Performance analysis for the compression capacity of welded hollow spherical joints in fire. Journal of Beijing University of Technology 35(12):30–35 (in Chinese)

    Google Scholar 

  • Xue WL, Zhang QL (2009) Destructive mechanism and experimental study of welded hollow spherical joints connected with circular steel tubes. Journal of Building Structures 30(5):155–161, DOI: https://doi.org/10.14006/j.jzjgxb.2009.05.026 (in Chinese)

    Google Scholar 

  • Zhao JC (2000) Experimental study on mechanical properties of steel at high temperature. Building structure 30(4):26–28, DOI: https://doi.org/10.19701/j.jzjg.2000.04.007 (in Chinese)

    Google Scholar 

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Correspondence to Fang Yang.

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Huang, B., Zhang, Y., Zhang, R. et al. Experimental Study on the Behavior of Fire Resistance of Welded Hollow Spherical Joint under Compression. KSCE J Civ Eng 24, 3737–3745 (2020). https://doi.org/10.1007/s12205-020-2324-z

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  • DOI: https://doi.org/10.1007/s12205-020-2324-z

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