FINITE ELEMENT ANALYSIS ON THE MECHANIC PERFORMANCE OF THE ENDPLATE CONNECTIONS WITH OR WITHOUT RC SLAB

摘要：

Endplate connection is one of the main types for beam to column connections of multistory and high-rise steel structures. The reinforced concrete (RC) slab is advantageous for the strength and stiffness of the endplate connection,on condition that the effect between steel beam and RC slab is considered. It is necessary to analyze the effect of the slab on the composite joint. A three dimension finite element model was established to simulate the behavior of the endplate connection using ABAQUS. The model was verified valid by comparing numerical results with other researchers experimental results. The simulated results matched well with the experiment results in general. The endplate connections with and without RC slab are both analyzed based on the FEA model,respectively. It is shown that the rotation stiffness of the endplate connections with the RC slab increased,and the stress distribution of the endplate changed,and the tension of the bolt decreased. The conclusions are referred to further study for the design approach of this type of composite joints.

关键词： Endplate connection Composite joint Finite element analysis Reinforced concreted slab

作者: Yan-Li Shi Tian-Peng Wen Wen-Da Wang Peng-Peng Zhang

作者单位: College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050,P.R.China College of Civil Engineering,Lanzhou University of Technology, Lanzhou 730050,P.R. China College of Civil Engineering, Lanzhou University of Technology,Lanzhou 730050,P.R.China College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050,P.R. China

会议类型: 国际会议

会议名称: The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)

会议地点: 广州

会议语种:英文

页码: 666-671

在线出版日期: 2010-12-01（万方平台首次上网日期，不代表论文的发表时间）