Minimum Weight of Tapered Round Thin-Walled Columns

Author:

Feigen Morris1

Affiliation:

1. University of California, Los Angeles, Calif.

Abstract

Abstract It is shown that the optimum wall thickness of a cylindrical round tube column is a function of load only and is independent of diameter. The optimum wall thickness of a tapered round thin-walled column is found to be constant along its length. The optimum shape of a tapered round thin-walled column is derived, being that column whose bending stress in the buckled state is constant along its length. The weight ratio of the optimum tapered column to an equal-strength optimum cylindrical column is found to be 0.8924. It is shown that a double truncated cone whose diameter ratio is in the range 0.35 ⩽ D1/D2 ⩽ 0.50 closely approaches the optimum column. If it is specified that no portion of the double truncated cone shall yield, then the weight advantage of the cone over the cylindrical column is rapidly lost as the stress in the cylindrical column approaches the yield stress. In the inelastic range the weight advantage of the tapered column will be less than in the elastic range.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Cited by 11 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Optimal design of thin-walled columns for buckling under loadings controlled by displacements;Structural and Multidisciplinary Optimization;2010-03-13

2. Discrete model analysis of optimal columns;International Journal of Solids and Structures;2007-11

3. Optimal design of shells against buckling subjected to combined loadings;Structural and Multidisciplinary Optimization;2005-12-20

4. Optimal design of shells against buckling under overall bending and external pressure;Thin-Walled Structures;2005-11

5. Optimal design of shells against buckling by means of the simulated annealing method;Structural and Multidisciplinary Optimization;2004-08-24

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