• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 21 Issue 3
Jun.  2008
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Article Contents
HAO Shuying, YANG Xiuping, YAO Bin. Local Buckling of Extended End-Plate Connection in Fire[J]. Journal of Southwest Jiaotong University, 2008, 21(3): 330-334.
Citation: HAO Shuying, YANG Xiuping, YAO Bin. Local Buckling of Extended End-Plate Connection in Fire[J]. Journal of Southwest Jiaotong University, 2008, 21(3): 330-334.

Local Buckling of Extended End-Plate Connection in Fire

  • Received Date: 04 Sep 2007
  • Publish Date: 25 Jun 2008
  • In order to reveal the effects of the thicknesses of end-plate and stiffener on the failure modes of extended end-plate connection in a fire,the formation conditions of one or two groups of plastic hinges in the tension zone of end-plates were investigated based on the elastic-plastic theory and validated by using nonlinear FEM(finite element method).The research result shows that with the increase of temperature,two groups of plastic hinges will be formed in the tension zone of an end-plate with a thin thickness,and large plastic bending deformation occurs to lead to a large rotation of the beam and severe local buckling of its bottom flange in compression.Under the condition of a thin stiffener and a thick end-plate,only one group of plastic hinges will be formed,and stiffener buckling will result in the failure of the connection.The conditions to form the plastic hinges in the connection in a fire are nearly the same as those at room temperature,but the most common failure mode in a fire is severe local buckling.Therefore,the thicknesses of end-plate and stiffener should be increased properly to avoid the buckling of stiffener and beam flange and improve the fire resistance of the connection significantly.

     

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  • 施刚,石永久,王元清,等.钢结构半刚性端板连接的设计方法与应用[J].工业建筑,2003,33(8):52-55.SHI Gang,SHI Yongjiu,WANG Yuanqing,et al.Design methods and application of structural steel semrigid endplate connections[J].Industrial Construction,2003,33(8):52-55.[2] HAO Shuying,USMANI A S,YANG Xiuping.The effect of connections on fire resistance of axially restrained beams[C] ∥SHEN Z Y,LI G Q,CHAN S L,eds.Fourth International Conference on Advances in Steel Structures,London:Elsevier,2005:1 077-1 0[3] LIU T C H,FAHAD M K,DAVIES J M.Experimental investigation of behaviour of axially restrained steel beams in fire[J].Journal of Constructional Steel Research,2002,58(9):1 211-1 230.[4] LIU T C H.Finite element modeling of behaviour of steel beams and connections in fire[J].Journal of Constructional Steel Research,1996,36(2):181-199.[5] SILVA S D,ALDINA S,REAL P V.A component model for the behaviour of steel joints at elevated temperatures[J].Journal of Constructional Steel Research,2001,57(8):1 169-1 195.[6] 从术平.H型钢梁火灾下的实验研究[D].青岛:青岛理工大学土木工程学院,2004.[7] SPYROU S,DAVISON J B,BURGESS I W,et al.Experimental and analytical investigation of the “tension zone” components within a steel joint at elevated temperature[J].Journal of Constructional Steel Research,2004,60(6):867-896. [8] European Committee for Standardization.PrEN-1993-1-2 Eurocode 3 Design of steel structures,Part 1-2:General rules structural fire design[S].London:European Committee for Standardization,2003.[9] WALD F L,SILVA S D,MOORE D B,et al.Experimental behaviour of a steel structure under natural fire[J].Fire Safety Journal,2006,41(7):509-522.
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