The initial-boundary-value problem for the equations of shallow shells describing the motion of a non-circular cylindrical shell is considered. The shell edges are given by not necessarily plane curves. The conditions of a joint support or a rigid damp are considered as boundary conditions. It is as
Unique bending boundary layer behaviors in a composite non-circular cylindrical shell
โ Scribed by Eric C. Preissner; Jack R. Vinson
- Publisher
- Elsevier Science
- Year
- 2004
- Tongue
- English
- Weight
- 497 KB
- Volume
- 35
- Category
- Article
- ISSN
- 1359-8368
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โฆ Synopsis
A cylindrical composite shell with a non-circular, symmetric cross-section of flat sides and circular arc corners is analyzed using the ABAQUS finite element program. A trade study on the effects of various corner radii and shell lengths is performed. The response of the shell to constant internal pressurization is studied, with particular attention given to the bending boundary layer (BBL) near the ends. It is found that the extent of the BBL in the non-circular case is 2.5 -4 times longer than that predicted by the classical equation, however, the 'intensity' of the bending boundary layer is reduced. An unusual 'compounding' effect in boundary layer response for short non-circular shells is described.
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