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平端板连接组合节点性能研究 被引量:5

Research of the Behavior of Flush End-Plate Composite Connections
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摘要 本文主要分析了平端板连接组合节点在对称弯矩作用下的工作性能。对平端板连接组合节点用ANSYS进行了三维有限元分析 ,并用试验结果进行了验证。利用有限元分析程序 ,进行了一系列的参数分析 。 In this paper,finite element analysis program is applied to analyze the behavior of flush end-plate composite connections,which are verified via experimental results.A series of parameter analyses are accomplished to investigate the behavior of flush end-plate composite connections under monotonic loading.
出处 《建筑钢结构进展》 2004年第4期43-49,共7页 Progress in Steel Building Structures
关键词 端板连接 组合节点 弯矩 有限元分析程序 参数分析 ANSYS 工作性能 三维有限元分析 性能研究 试验结果 Steel structure Composite connection Flush end-plate connection Semi-rigid connection Composite beam Finite element analysis Nonlinearity
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参考文献7

  • 1[1]D.A. Nethercot,Semi-continuous composite building frame,First International Conference on Steel & Composite Structures, pp13
  • 2[2]David Anderson. Analysis of semi-rigid steel frames and criteria for their design. Journal of Constructional Steel Research 18 ( 1991 ), pp227- 237
  • 3[3]Y. Xiao. Composite Connections in Steel and Concrete. I. Experimental Behavior of Composite Beam- Column Connections. Journal of Constructional Steel Research 31( 1994), pp3-30
  • 4[4]Y. Xiao. Composite Connections in Steel and Concrete. Ⅱ. Moment Capacity of End Plate Beam to Column Connections.Journal of Constructional Steel Research 37( 1996), pp63-90
  • 5[5]D.A. Nethercot. Semi- rigid joint action and the design of non- sway composite frames. Engineering Structures 17(1995. 8) ,pp554-567
  • 6郭兵,顾强,柳锋,赵考重.梁柱端板连接节点的滞回性能试验研究[J].建筑结构学报,2002,23(3):8-13. 被引量:91
  • 7[12]BS5950,British Standards Institution,1990

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