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Local Tensile Strength of Connection Between H-Steel Beam Flange and Concrete-Filled Circular Column Tube with Through Diaphragm
引用本文:虞晓文,付功义,刘兵,任涛,宋彬彬. Local Tensile Strength of Connection Between H-Steel Beam Flange and Concrete-Filled Circular Column Tube with Through Diaphragm[J]. 上海交通大学学报(英文版), 2004, 9(3): 11-16
作者姓名:虞晓文  付功义  刘兵  任涛  宋彬彬
作者单位:ResearchCenterofSpatialStructure,ShanghaiJiaotongUniv.,Shanghai200030,China
摘    要:
This paper focused on investigating local tensile strength of connection between steel beam flange and concrete-filled circular column tube with through diaphragm. Three specimens were designed and tested to failure,and the structure behavior was studied by experiment and FEM analysis. On the basis of the results obtained, an estimation for local plastic and ultimate strengths of the connections using yield line theory was attempted, which results in a good prediction.

关 键 词:FEM 局部张力 混凝土填充圆柱管 薄膜 屈服线理论

Local Tensile Strength of Connection Between H-Steel Beam Flange and Concrete-Filled Circular Column Tube with Through Diaphragm
YU Xiao-wen ,FU Gong-yi,LIU Bing REN Tao,SONG Bin-bin. Local Tensile Strength of Connection Between H-Steel Beam Flange and Concrete-Filled Circular Column Tube with Through Diaphragm[J]. Journal of Shanghai Jiaotong university, 2004, 9(3): 11-16
Authors:YU Xiao-wen   FU Gong-yi  LIU Bing REN Tao  SONG Bin-bin
Affiliation:Research Center of Spatial Structure,Shanghai Jiaotong Univ.,Shanghai 200030,China
Abstract:
This paper focused on investigating local tensile strength of connection between steel beam flange and concrete-filled circular column tube with through diaphragm. Three specimens were designed and tested to failure, and the structure behavior was studied by experiment and FEM analysis. On the basis of the results obtained, an estimation for local plastic and ultimate strengths of the connections using yield line theory was attempted, which results in a good prediction.
Keywords:concrete-filled circular column tube  beam-to-column connection  yield line theory  FEM
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