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contributor authorSenjanović, Ivo
contributor authorAlujević, Neven
contributor authorĆatipović, Ivan
contributor authorČakmak, Damjan
contributor authorVladimir, Nikola
contributor authorCho, Dae-Seung
date accessioned2019-09-18T09:00:59Z
date available2019-09-18T09:00:59Z
date copyright5/13/2019 12:00:00 AM
date issued2019
identifier issn0094-9930
identifier otherpvt_141_04_041204
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4257905
description abstractThe energy approach is used to analyze the buckling stability of toroidal shells. A closed and an open toroidal shell, as well as a shell segment are considered. Linear strain energy and nonlinear strain energy due to a uniform external pressure are formulated. Variations of the in-surface and normal displacement components in the circumferential and meridional directions are assumed in the form of a double Fourier series. The eigenvalue problem for the determination of the critical pressure is formulated by the Rayleigh–Ritz method (RRM). The proposed procedure is evaluated by numerical examples: one for a closed and another one for a simply supported open toroidal shell. The obtained results are validated by a comparison with results obtained by the finite strip method (FSM) and the finite element method (FEM), which shows a very good agreement.
publisherAmerican Society of Mechanical Engineers (ASME)
titleBuckling Analysis of Toroidal Shell by Rayleigh-Ritz Method
typeJournal Paper
journal volume141
journal issue4
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.4043594
journal fristpage41204
journal lastpage041204-14
treeJournal of Pressure Vessel Technology:;2019:;volume( 141 ):;issue: 004
contenttypeFulltext


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