## 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
On the modal equations of large amplitude flexural vibration of beams, plates, rings and shells
β Scribed by K.A.V. Pandalai; M. Sathyamoorthy
- Publisher
- Elsevier Science
- Year
- 1973
- Tongue
- English
- Weight
- 421 KB
- Volume
- 8
- Category
- Article
- ISSN
- 0020-7462
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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
A theoretical analysis is presented for the large amplitude vibration of symmetric and unsymmetric composite plates using the non-linear finite element modal reduction method. The problem is first reduced to a set of Duffing-type modal equations using the finite element modal reduction method. The m