Buckling of annular plate joint with circular beam

S.B. Filippov, M.L. Boyarskaya

Результат исследований: Публикации в книгах, отчётах, сборниках, трудах конференцийстатья в сборнике материалов конференциинаучная

1 Цитирования (Scopus)

Аннотация

Buckling of an annular elastic thin plate joint with circular beam under the action of radial stresses is studied. Such plate can be considered as a model of the supporting ring of a cylindrical shell in the case when the ring has a T-shaped cross-section. First the initial stress-resultants are found. Then assuming that the plate is narrow buckling equations and boundary conditions are simplified by means of an asymptotic technique. The approximate eigenvalue problem has analytical solutions for particular cases. In the general case, for its solution the Rayleigh-Ritz method and the shooting procedure are used.
Язык оригиналаанглийский
Название основной публикацииECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering
Страницы4741-4751
DOI
СостояниеОпубликовано - 2016
Событие7th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS Congress 2016 - Crete, Греция
Продолжительность: 4 июн 20169 июн 2016

конференция

конференция7th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS Congress 2016
СтранаГреция
ГородCrete
Период4/06/169/06/16

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