Finite element analysis of axial ultimate capacity of X-type branch plate-to-square hollow section connection

Abstract

Keywords:
• X-type branch plate-to-square hollow section connection,
• finite element analysis,
• axial ultimate capacity

References

1. [1]

   赵熙元.钢管结构设计[J].钢铁技术,1997(1):47.
   

2. [2]

   陈以一,陈扬骥.钢管结构相贯节点的研究现状[J].建筑结构,2002,32(7):227.
   

3. [3]

   吴耀华,吴文奇.钢管在结构工程中的应用与发展[J].钢结构,2005,20(2):44.
   

4. [4]

   魏琳,陈誉.圆支管-H型钢主管T 型节点轴压承载力的有限元分析[J].郑州轻工业学院学报:自然科学版,2013,28(1):80.
   

5. [5]

   Thornton W A.Bracing connections for heavy construction[J].Eng J AISC,1984,21(3):139.

6. [6]

   刘红军,李正良.特高压钢管输电塔插板连接K型节点的受力性能及承载力研究[D].重庆:重庆大学,2010.
   

7. [7]

   舒兴平,彭欢佳,袁智深. K 形管板节点极限承载力研究[J].建筑结构,2012,42(2):93.
   

8. [8]

   Andrew P Voth,Jeffrey A Packer.Numerical study and design of skewed X-type ranch plate-to-circular hollow section connections[J].Journal of Construction Steel Research,2011,68(1):1.

Proportional views