Vibrations and buckling of cylindrical shell made of a general anisotropic elastic material

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

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Аннотация

Free vibrations and buckling under uniform external pressure of thin elastic circular cylindrical shells are studied in assumption that the shell material is generally anisotropic and described by 21 elastic moduli. Non-classical equations based on the generalized Timoshenko-Reissner hypotheses are applied for the analysis of shell vibrations and buckling. The natural frequencies, the critical external pressure and the vibration and buckling modes are obtained by means of asymptotic method. As an example of the general anisotropy, a composite structure consisting of a matrix reinforced by the system of fibers inclined to the midsurface is considered. The asymptotic and numerical results of the vibration problem converge.
Язык оригиналаанглийский
Название основной публикацииShell Structures: Theory and Application
ИздательTaylor & Francis
Страницы289-292
Том3
ISBN (печатное издание)9781138000827
СостояниеОпубликовано - 2014
Событие10th Jubilee Conference on "Shell Structures: Theory and Applications", SSTA 2013 - Gdansk, Польша
Продолжительность: 16 окт 201318 окт 2013

конференция

конференция10th Jubilee Conference on "Shell Structures: Theory and Applications", SSTA 2013
СтранаПольша
ГородGdansk
Период16/10/1318/10/13

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