Effect of hole on torsional strength for t-shaped joint under torsion

被引:0
|
作者
Chen D.-H. [1 ]
Watanabe T. [1 ]
机构
[1] Department of Mechanical Engineering, Tokyo University of Science, Shinjuku-ku, Tokyo, 162-8601
来源
Nihon Kikai Gakkai Ronbunshu, A Hen/Transactions of the Japan Society of Mechanical Engineers, Part A | 2010年 / 76卷 / 768期
关键词
Buckling; Finite element method; Numerical analysis; Structural analysis; Torsion;
D O I
10.1299/kikaia.76.1017
中图分类号
学科分类号
摘要
In this paper, the elastic-plastic collapse of T-shaped joints subjected to torsional loading is studied by using the finite element method. The effects of a hole existing in the main tube are investigated. Especially, it is found that when there is no hole in the main tube, the maximum torsion moment M peak is equal to that of the corresponding pure tube, however, when there is a hole, the maximum torsion moment becomes smaller and changes with the width ratio B/b. The cause of the maximum torsion moment fall is because of a deformation δz in z-direction of the upper surface of the main tube. In order to evaluate the influence of the hole quantitatively, parameter Gd showing the geometric characteristic of joint was defined, and a loss ratio μ of the maximum torsion moment is given as a function of G d.
引用
收藏
页码:9 / 16
页数:7
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