Membrane equations of motion are used to discuss the non-torsional axisymmetric modes of a clamped cylindrical shell. The boundary conditions for the membrane equations are derived by considering the effect of bending near the ends. The method of matched asymptotic expansions is used to obtain the b
APPLICATION OF MATCHED ASYMPTOTIC EXPANSIONS TO THE FREE VIBRATION OF A HERMETIC SHELL
β Scribed by S.K. Wong; K.Y. Sze
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 218 KB
- Volume
- 209
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
β¦ Synopsis
The low frequency branch of the torsion free axisymmetric modes of thin cylindrical shell with hemispherical caps vibrating in vacuo is investigated using membrane approximation. The joint conditions needed at the seams are derived by taking the effect of bending into account in narrow bending layers, using the method of matched asymptotic expansions. A closed form equation is obtained for the normal frequencies. The mode structure exhibits finite jumps in the normal displacement across the seams, which are smoothed over in the bending layers. The normal frequencies are obtained numerically for general shapes and approximately for elongated shapes. Comparisons with the finite element method shows good agreement.
π SIMILAR VOLUMES
A recent study by Shang [1] outlines an analytical vibration analysis for a hermetic capsule that is described as a circular cylinder closed with hemispherical caps at both ends. Shang's [1] analysis is based upon Naghdi-Reissner shell theory and includes shear deformation. The frequency of vibratio
A three-dimensional shell theory is presented which is applicable to doubly curved thick open shells which are arbitrarily deep (have a large side-length to radius of curvature ratio) in one principal direction but are shallow in the other direction. The strain}displacement equations for the propose
## A BS TRA CT This paper presents an analytical method for determining the vibration modes of geometrically nonlinear beams under various edge conditions. The method assumes a continuum periodic solution which allows the harmonic balance principle to be employed to derive modal components that sa