Finite element modelling of semi-rigid composite joints

被引:29
|
作者
Kattner, M [1 ]
Crisinel, M [1 ]
机构
[1] Swiss Fed Inst Technol, ICOM Construct Met, Dept Civil Engn, CH-1015 Lausanne, Switzerland
关键词
semi-rigid composite joint; finite element modelling;
D O I
10.1016/S0045-7949(00)00064-X
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Semi-rigid joints in steel and composite construction are, at present, a frequently discussed topic. In framed structures, joints are located at points of intersection between beams and columns. In the semi-rigid joint concept, the actual stiffness and resistance of joints are considered thereby influencing the overall performance of the framed structure. The advantages of the semi-rigid joint concept are well known; many experimental studies have been conducted on the behaviour of semi-rigid joints. The contribution described herein outlines a possibility for simulating the behaviour of semi-rigid composite joints using the finite element method. A two-dimensional joint model based on the current state-of-the-art knowledge is introduced that can be analysed using existing finite element programs. Comparisons between simulation and test results show good agreement. (C) 2000 Civil-Comp Ltd. and Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:341 / 353
页数:13
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