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局部双层网壳结构非线性屈曲分析
引用本文:谢志红,李丽娟,叶伟年,郭永昌,陆伟文.局部双层网壳结构非线性屈曲分析[J].广东工业大学学报,2003,20(3):5-8.
作者姓名:谢志红  李丽娟  叶伟年  郭永昌  陆伟文
作者单位:广东工业大学,建设学院,广东,广州,510643
基金项目:广东省自然科学基金(990148),广东省教育厅自然科学重点项目资助(200027)
摘    要:以局部双层球面网壳为研究对象,采用Newton-Raphon增量迭代及弧长法对节点承受均布载荷的网壳进行了非线性有限元分析.对比研究了单层、双层及局部双层网壳的极限屈曲荷载及位移.研究结果表明,局部双层网壳能够明显改善单层网壳的稳定性能,提高其节点屈曲载荷.

关 键 词:局部双层球面网壳  非线性屈曲  弧长法
文章编号:1007-7162(2003)03-0005-04
修稿时间:2002年10月17

Nonlinear Analysis of the Partial Double Layer Spherical Reticulated Shell
XIE Zhi-hong,LI Li-juan,YE Wei-nian,GUO Yong-chang,LU Wei-wen Faculty of Construction,Guangdong University of Technology,Guangzhou ,China.Nonlinear Analysis of the Partial Double Layer Spherical Reticulated Shell[J].Journal of Guangdong University of Technology,2003,20(3):5-8.
Authors:XIE Zhi-hong  LI Li-juan  YE Wei-nian  GUO Yong-chang  LU Wei-wen Faculty of Construction  Guangdong University of Technology  Guangzhou  China
Affiliation:XIE Zhi-hong,LI Li-juan,YE Wei-nian,GUO Yong-chang,LU Wei-wen Faculty of Construction,Guangdong University of Technology,Guangzhou 510643,China
Abstract:By Newton-Raphon increment iterative method and arc-length method, the nodes of partial dou- ble layer spherical reticulated shell supporting uniform distributed forces are analyzed with nonlinear finite element theory. The ultimate buckling load and displacement of single, double layer and partial double layer spherical reticulated shell are studied in comparison to each other. The research findings suggest that the use of partial double layer spherical reticulated shell can improve the stability of single one and promote the ultimate buckling load of its nodes.
Keywords:partial double layer spherical reticulated shell  nonlinear buckling  arc-length method
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