𝔖 Bobbio Scriptorium
✦   LIBER   ✦

The application of a new finite strip to the free vibration of rectangular plates of varying complexity

✍ Scribed by Y.K. Cheung; J. Kong


Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
474 KB
Volume
181
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

✦ Synopsis


A new finite strip method is applied to the vibration of rectangular plates with complicated boundary and internal support conditions. Based on the classical thin plate theory and displacement formulation, the new finite strip element is conforming with C1-continuity. The displacement function of the strip element is expressed as the product of cubic Hermitian functions in the transverse direction and a set of computed static modes in the longitudinal direction. By means of a continuous beam computer program, these longitudinal modes can be computed a priori. Numerical examples are given to demonstrate the versatility, accuracy and efficiency of the element.


πŸ“œ SIMILAR VOLUMES


COMMENTS ON β€œTHE APPLICATION OF A NEW FI
✍ P.A.A. Laura πŸ“‚ Article πŸ“… 1996 πŸ› Elsevier Science 🌐 English βš– 153 KB

Drs Cheung and Kong are to be congratulated for their excellent paper and for the very useful, new finite strip element that they have developed [1]. In view of the excellent accuracy achieved by the authors, it is quite possible that the fundamental frequency coefficient of a square plate with ste

Free Vibration Analysis Of Stiffened Pla
✍ A.H. Sheikh; M. Mukhopadhyay πŸ“‚ Article πŸ“… 1993 πŸ› Elsevier Science 🌐 English βš– 471 KB

The spline finite strip method which has long been applied to the vibration analysis of bare plate has been extended in this paper to stiffened plates having arbitrary shapes. Both concentrically and eccentrically stiffened plate have been analyzed. The main elegance of the formulation lies in the t

The Free Vibrations of Tapered Rectangul
✍ K.Y Cheung; D Zhou πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 365 KB

In this paper, the free vibrations of a wide range of non-uniform rectangular plates in one or two directions are considered. The domain of the plate is bounded by x = a 1 a, a and y = b 1 b, b in rectangular co-ordinates. The thickness of the plate is continuously varying and proportional to the po