Optimal shape of a column with clamped-elastically supported ends positioned on elastic foundation
We determine optimal shape of an elastic column positioned on elastic foundation of Winkler type. The Euler-Bernoulli model of beam is considered. The column is loaded by a compressive force and has one clamped end and the other elastically supported end. In deriving the optimality conditio...
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Format: | Article |
Language: | English |
Published: |
Serbian Society of Mechanics & Mathematical Institute of the Serbian Academy of Sciences and Arts, Belgrade
2015-01-01
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Series: | Theoretical and Applied Mechanics |
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Online Access: | http://www.doiserbia.nb.rs/img/doi/1450-5584/2015/1450-55841503191N.pdf |