The Free Vibrations of Tapered Rectangular Plates Using a New Set of Beam Functions with the Rayleigh–Ritz Method

✍ Scribed by K.Y Cheung; D Zhou

• Publisher: Elsevier Science
• Year: 1999
• Tongue: English
• Weight: 365 KB
• Volume: 223
• Category: Article
• ISSN: 0022-460X
• DOI: 10.1006/jsvi.1998.2160

✦ Synopsis

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 power function x s y t . A variety of tapered rectangular plates can be described by giving the taper factors, s and t, dierent values. s and t may be given arbitrary real numbers if both a 1 T 0 and b 1 T 0 or arbitrary non-negative numbers if a 1 = 0 or b 1 = 0. The uniform rectangular plate is a special case by letting both s and t equal to zero. A new set of admissible functions which are the static solutions of the tapered beam (or a strip taken from the tapered rectangular plate), under an arbitrary static load expanded into a Taylor series, is developed. Unlike conventional admissible functions, the set of static beam functions will vary appropriately with the thickness variation of the plate. The eigenfrequency equation is obtained by the use of the Rayleigh±Ritz method. A general computer program has been compiled and some numerical results are tabulated. On the basis of comparison with available results in the literature, it is shown that the ®rst few eigenfrequencies can be obtained with good accuracy by using only a small number of terms of the static beam functions.