Large-amplitude free vibrations of beams—A discussion on various formulations and assumptions
✍ Scribed by Gajbir Singh; A.K. Sharma; G. Venkateswara Rao
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 697 KB
- Volume
- 142
- Category
- Article
- ISSN
- 0022-460X
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📜 SIMILAR VOLUMES
A finite element time domain modal formulation is presented for the large amplitude free vibration of plates. The procedure of deriving the non-linear modal equations of motion is simple and general. Accurate frequency-maximum deflection relations can be obtained for the fundamental and higher non-l
## This paper presents an approximate solution to the title problem for the .following situations: (a) supported and clamped rectangular plates, (b) circular plates with edges elastically restrained against rotation, and (c) beams with ends flexibly attached. The approach is quite simple and it is