Abstract
This paper presents an application of two solution methods to the least-weight optimization of a simple sandwich beam with a frequency constraint. The first method, an adaptation of a numericalshooting technique used in optimal control, is found to give good results if unknown initial conditions can be reasonably approximated. The second method, a perturbation method used widely in theoretical mechanics and aerodynamics, yields approximate analytical expressions. These expressions can be used in turn to estimate starting values for the numerical technique. Converged numerical results are presented for a least-weight cantilever beam with fixed fundamental frequency and for a beam on simple supports with fixed fundamental frequency.
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Communicated by W. Prager
The author is indebted to Professor W. Prager for his helpful comments.
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Weisshaar, T.A. Approximate solutions to idealized structural dynamic optimization problems. J Optim Theory Appl 16, 119–133 (1975). https://doi.org/10.1007/BF00935627
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DOI: https://doi.org/10.1007/BF00935627