Comments on finite element formulation for the large amplitude vibration of tapered beams and beams carrying a concentrated mass
β Scribed by G. Prathap; T.K. Varadan
- Publisher
- Elsevier Science
- Year
- 1977
- Tongue
- English
- Weight
- 75 KB
- Volume
- 54
- Category
- Article
- ISSN
- 0022-460X
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π 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