Hybrid Optimization and Anti-Optimization of a Stochastically Excited Beam

Author:

Elishakoff Isaac1,Dujat Kévin,Lemaire Maurice2,Gadiot Guy3

Affiliation:

1. Fellow ASME Department of Ocean and Mechanical Engineering, Florida Atlantic University, Boca Raton, FL 33431

2. Institut Français de Mécanique Avancée, Aubière, Cedex 63175, France

3. Nederland Instituut voor Vliegtuigontwikkeling en Ruimtevaart, NIVR, Delft 2600 AA, Netherlands

Abstract

Random vibrations of the damped Bernoulli–Euler beam with two supports and subjected to a stationary random excitation are studied. The supports are symmetrically placed with respect to the middle cross-section of the beam. We investigate the mean square displacement of the beam with the goal of determining the optimum location of supports in order to minimize the maximum probabilistic response. This study falls in the category of hybrid optimization and anti-optimization, since we are looking for the worst maximum response, constituting the anti-optimization process; subsequently, we are looking for optimization of the structure to make the maximum response minimal by properly the spacing supports.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference24 articles.

1. Random Vibrations of One- and Two-Dimensional Structures,1979

2. Stationaere Zufallschwingungen von Balken—Eine Neue Methode zur Kovarianzanalyse;Z. Angew. Math. Mech.,1981

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