Finite Element Analysis for Local Stability of Thin-Walled Box Section

被引:0
|
作者
Ji Aimin [1 ]
Liu Yongming [1 ]
Shen Libin [1 ]
Huang Quansheng [1 ]
机构
[1] Hohai Univ, Coll Mech & Elect Engn, Changzhou, Jiangsu Prov, Peoples R China
关键词
Local stability; Critical stress; Thin-walled box section; Finite element method; ANSYS software;
D O I
10.1109/ASC-ICSC.2008.4675403
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In view of the problem bow to calculate the local stability on the structure of thin-walled box section, the finite element analysis was carried out with ANSYS package as tool in this paper. Considering the cross-section as a whole, a parametric finite element model and the parametric optimization model for the local stability calculation of the box section were established. Taking a rectangular cross-section as an example, its critical stress was calculated, and the result coincides with that from the analytic method. The Increase degree in the critical stress that the rectangular cross-section is transformed Into the hexagonal cross-section was obtained by another calculation. The local stability of a dodecagonal cross-section structure was also analyzed. The method given by this paper can applied to the calculation of the local stability art the man), sorts of cross-section shape, which bus practical reference for the design of the thin-walled box section structure.
引用
收藏
页码:451 / 455
页数:5
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