NON-LINEAR FINITE ELEMENT ANALYSIS OF LOCAL BUCKLING ON SINGLY SYMMETRIC CUT-T COLUMNS

摘要：

The width-thickness of cut-T shaped steel webs was larger than that of traditional assembled T section with double angles and local buckling was liable to happen on webs of cut-T shapes. In order to study the web local buckling of cut-T shapes, a series of cut-T specimen was tested under monotonic loading and then non-linear finite element models were established accordingly. Based on experimental and analytical results, the simplified formulation of widththickness limit for webs was presented. The analysis results indicated that local buckling was apt to occur on webs of cut-t section type TN under axial loading and the simplified formulation of widththickness limit for webs was feasible.

关键词： T-shape local buckling non-linear finite element ezperiment

作者: Xiao-Tong Peng Chen Lin

作者单位: School of Civil and Architectural Engineering, University of Jinan, Jinan 250022, P.R. China School of Architecture and Landscape Design, Shandong University of Art and Design, Jinan 250014, P.

会议类型: 国际会议

会议名称: 2009年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 广州

会议语种:英文

页码: 620-625

在线出版日期: 2009-11-28（万方平台首次上网日期，不代表论文的发表时间）