A closed-form solution for the forced response of an orthotropic thick plate and sandwich panel has been developed and is presented in this paper. The paper outlines the methodology and develops the formulation to enable the solution to be derived. A novel truss-core sandwich panel is introduced and
FREE VIBRATION OF CLAMPED ORTHOTROPIC SANDWICH PANEL
โ Scribed by T.S. LOK; Q.H. CHENG
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 182 KB
- Volume
- 229
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
โฆ Synopsis
Sandwich panels are thin-walled structures fabricated from two #at sheets, separated by and attached to a core. An analytical solution for the dynamic response of such structures is not available but equivalency in the form of a homogenous orthotropic thick plate can be formulated. This paper considers a truss-core sandwich panel that is similar to conventional sandwich systems, but eliminates many of the attendant problems associated with fabrication of conventional forms. The dynamic response of the truss-core sandwich panel is then formulated as a homogeneous orthotropic thick plate. Closed-form solution for a clamped plate is derived. Closed-form solutions are compared with both 2-and 3-D "nite element results. Excellent agreement of response is obtained.
๐ SIMILAR VOLUMES
The natural vibrations of clamped rectangular orthotropic plates are analyzed using the extended Kantorovich method. The developed iterative scheme converges very rapidly to the final result. The obtained natural frequencies are evaluated for a square plate made of Kevlar 49 Epoxy and the obtained r