Optimal design of plates for shear buckl
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R. Levy; V. Sokolinsky
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Article
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1997
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Elsevier Science
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English
โ 746 KB
This paper is concerned with the structural optimization problem of maximizing the shear buckling load of rectangular plates for a given volume of material. Optimality conditions are first derived via variational calculus, and a double cosine thickness varying plate and a hybrid double sine thicknes