Minimum weight design of non-linear elastic structures with prescribed buckling strength

被引：0

作者：

Sollazzo, A ^{[1
]}

Trentadue, F ^{[1
]}

机构：

[1] Politecn Bari, Dipartimento Ingn Strutturale, I-70126 Bari, Italy

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1999年 / 45卷 / 10期

关键词：

elastic stability; optimization; bifurcation;

D O I：

10.1002/(SICI)1097-0207(19990810)45:10<1471::AID-NME640>3.0.CO;2-U

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

A method for minimum weight design of non-linear elastic structures with prescribed buckling strength is presented. The problem is treated for simple critical states both in the case of the bifurcation point and in the case of the turning point. Problems are shown to illustrate the applicability of the method. Copyright (C) 1999 John Wiley & Sons, Ltd.

引用

页码：1471 / 1484

页数：14

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