Finite element displacement method for large amplitude free flexural vibrations of beams and plates
β Scribed by Chuh Mei
- Publisher
- Elsevier Science
- Year
- 1973
- Tongue
- English
- Weight
- 706 KB
- Volume
- 3
- Category
- Article
- ISSN
- 0045-7949
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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
## Abstract A finite element model for the inverse analysis of largeβdisplacement beams in the elastic range is presented. The model permits determining the initial shape of a beam such that it attains the given design shape under the effect of service loads. This formulation has immediate applicat
## 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