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Stresses in hyperboloids under edge loadings
Solution of bending of thin shells of revolution with negative Gaussian curvature is presented; this solution is derived from general theory presented by E.Reissner and later developed by P.M. Naghdi and C.N.Da Silva; behavior of hyperboloids of revolution under edge loading; experiments on small-scale model are described, first under rotationally symmetrical loading and second under concentrated loading. (see also ASCE Structural Eng Conference -- Preprint 106 Oct 19-23 1964 38 p)
Stresses in hyperboloids under edge loadings
Solution of bending of thin shells of revolution with negative Gaussian curvature is presented; this solution is derived from general theory presented by E.Reissner and later developed by P.M. Naghdi and C.N.Da Silva; behavior of hyperboloids of revolution under edge loading; experiments on small-scale model are described, first under rotationally symmetrical loading and second under concentrated loading. (see also ASCE Structural Eng Conference -- Preprint 106 Oct 19-23 1964 38 p)
Stresses in hyperboloids under edge loadings
ASCE -- Proc (J Eng Mechanics Div)
Elms, D.G. (author) / Billington, D.P. (author) / Mark, R. (author)
1965
26 pages
Article (Journal)
English
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Stresses in hyperboloids under edge loadings
Engineering Index Backfile | 1964
|Unsymmetrically loaded hyperboloids of revolution
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