Nonlinear finite element analysis of improved steel beam-column connections

被引：0
作者：
Li, ZF [1 ]
Shi, YJ [1 ]
Hong, C [1 ]
Wang, YQ [1 ]
机构：
[1] Tsing Hua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
来源：
PROCEEDINGS OF THE SEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS 1 AND 2 | 2002年
关键词：
steel structure; beam-column connection; finite element; Nonlinear analysis;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This article focuses on nonlinear Finite Element Analysis (FEA) of four modified Web-Bolted and Flange-Welded (WBFW) beam-column connections tested in Tsinghua University. The ultimate strength, stress distribution and stress concentration of the connections under cyclic loading are investigated. Comparisons between FEA results and experimental data show that nonlinear FEA method is satisfactory in simulating the behavior of WBFW connections under low-cycle cyclic loading.
引用
收藏
页码：159 / 164
页数：6
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