Constrained Optimal Design of Columns Against Buckling
Constrained Optimal Design of Columns Against Buckling
复制标题
柱抗屈曲约束优化设计
DOI：
10.1080/03601217208905334
复制
发表时间：
1972
影响因子：
3.6
通讯作者：
J. Frauenthal
中科院分区：
文献类型：
--
作者：
J. Frauenthal
摘要在结构材料可用体积一定的限制下，受轴向推力加载的直简支柱的屈曲载荷最大。此外，对最大许用预屈曲应力施加了约束。各种不同的横截面几何形状的解析解。
Abstract The buckling loads of straight, simply supported columns, loaded by axial thrust are maximized, subject to the restriction that the available volume of structural material is specified. In addition, a constraint is placed upon the maximum allowable prebuckling stress. Analytic solutions are presented for a variety of different cross-sectional geometries.