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Stability of non-prismatic rods subjected to non-conservative loads

โœ Scribed by W. Glabisz


Book ID
107877831
Publisher
Elsevier Science
Year
1993
Tongue
English
Weight
739 KB
Volume
46
Category
Article
ISSN
0045-7949

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A dynamic sti!ness matrix for a non-prismatic rod "nite element resting on a two-parameter non-homogenous elastic foundation has been determined. To obtain the solution the shape function was approximated by Chebyshev series. This yielded closed analytical formulae for the coe$cients of the matrices

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Stability of columns on Winkler type elastic foundations subjected to stationary forces (conservative or non-conservative) is studied. Various cases are discussed and a theorem on the influence of the foundation on the critical load is derived.