Out-of-plane dynamic stability analysis of curved beams subjected to uniformly distributed radial loading
The out-of-plane stability of tapered cross-sectioned thin curved beams under uniformly distributed radial loading is investigated by using the Finite Element Method. Solutions referred to as Bolotin’s approach are investigated for the dynamic stability analysis and the first unstable regions are...
Збережено в:
| Дата: | 2010 |
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| Автори: | , , |
| Формат: | Стаття |
| Мова: | English |
| Опубліковано: |
Інститут механіки ім. С.П. Тимошенка НАН України
2010
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| Назва видання: | Прикладная механика |
| Онлайн доступ: | http://dspace.nbuv.gov.ua/handle/123456789/95458 |
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| Назва журналу: | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| Цитувати: | Out-of-plane dynamic stability analysis of curved beams subjected to uniformly distributed radial loading / M. Sabuncu, H. Osturk, S. Cimen // Прикладная механика. — 2010. — Т. 46, № 11. — С. 133-144. — Бібліогр.: 27 назв. — англ. |
Репозитарії
Digital Library of Periodicals of National Academy of Sciences of Ukraine| Резюме: | The out-of-plane stability of tapered cross-sectioned thin curved beams under
uniformly distributed radial loading is investigated by using the Finite Element Method.
Solutions referred to as Bolotin’s approach are investigated for the dynamic stability analysis and the first unstable regions are examined. Out-of-plane vibrations and out-plane buckling analyses are also considered. In addition, the results obtained in this study are compared with the results of other investigators in existing literature for the fundamental frequency and critical lateral buckling load. The effects of subtended angle, variations of cross-section and dynamic load parameter on the stability regions are shown in graphics. |
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