Nontraditional Substructuring Procedure for Analysis of Free-Form Shells

被引：0
|
作者：
Y. Z. Totoev
机构：
[1] The University of Newcastle,Center for Infrastructure Performance and Reliability, School of Engineering
来源：
International Applied Mechanics | 2003年 / 39卷
关键词：
elastic shell structures; curvilinear mesh method; thin-walled beam; cylindrical roof shell;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
An efficient nontraditional scheme of the substructuring method is expounded. It is based on the curvilinear mesh method (CMM) used for analysis of complex shell structures. In forming the stiffness matrix, this approach excludes fully the shell displacement approximation errors. A numerical algorithm that preserves the efficiency of the CMM for shells of arbitrary form is developed. The stress–strain problem for a boxed beam with diaphragms and a cylindrical roof shell is solved numerically. The results are compared with those obtained by other numerical methods
引用
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页码：621 / 630
页数：9
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