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Semianalytical Calculation of the Collapse Load of Eccentrically Compressed, No-Tension Beams with an Annular Cross Section
A second-order equilibrium analysis is developed for the calculation of the collapse load of an eccentrically compressed beam with an annular cross section in the presence of a no-tension material. Unlike the case of a rectangular cross section, extensively treated in the literature, no rigorous closed-form solution is possible, in this case, but semianalytical results can be obtained, which may be useful for engineering applications.
Semianalytical Calculation of the Collapse Load of Eccentrically Compressed, No-Tension Beams with an Annular Cross Section
A second-order equilibrium analysis is developed for the calculation of the collapse load of an eccentrically compressed beam with an annular cross section in the presence of a no-tension material. Unlike the case of a rectangular cross section, extensively treated in the literature, no rigorous closed-form solution is possible, in this case, but semianalytical results can be obtained, which may be useful for engineering applications.
Semianalytical Calculation of the Collapse Load of Eccentrically Compressed, No-Tension Beams with an Annular Cross Section
Genna, Francesco (author)
Journal of Structural Engineering ; 139 ; 630-634
2012-08-11
52013-01-01 pages
Article (Journal)
Electronic Resource
English
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