Examples of the use of Fourier series in structural optimization

Author:

Balasubramanyam K.,Spillers W. R.

Abstract

This paper examines the use of Fourier series (finite integral transforms) in some beam-type problems of optimal structural design. In general, the series solution method reduces continuous mathematical programming problems to discrete ones. This is of particular interest when accurate results can be obtained with only a few terms of the series. Six problems of vibration and buckling are treated, most of which are not now available in the literature.

Publisher

American Mathematical Society (AMS)

Subject

Applied Mathematics

Reference6 articles.

1. The application of the spectral method to nonlinear wave propagation;Schamel, Hans;J. Comput. Phys.,1976

2. S. Timoshenko, Vibration problems in engineering, Van Nostrand, New York (1937)

3. James C. Frauenthal, Constrained optimal design of columns against buckling, J. Structural Mech. 1, no. 1, 79–89 (1972)

4. S. Timoshenko, Strength of materials, Part 2, Advanced theory and problems, Robert E. Krieger, Huntington, New York (1976)

Cited by 3 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. Classical Tools in Structural Optimization;Elements of Structural Optimization;1992

2. Optimal Design for Plate Buckling;Journal of Structural Engineering;1990-03

3. THE EFFECTIVENESS OF FOURIER SERIES IN OPTIMAL DESIGN FOR TRANSIENT RESPONSE;Engineering Optimization;1989-05

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