The problem under consideration is that of an elastically supported plate containing a through crack and subjected to out-of-plane symmetric bending. Using Reissner's theory, the problem is formulated for a specially orthotropic material, and is reduced to a singular integral equation. The resulting
Influence of elastic support on the bending of parallelogram plates
โ Scribed by Kennedy, J. B.
- Publisher
- Springer
- Year
- 1968
- Tongue
- English
- Weight
- 431 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0003-6994
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โฆ Synopsis
The influence of elastic support on the centre deflections and maximum centre and edge moments in clamped parallelogram shaped plates is examined. A polynomial series is assumed for the deflection function, and by applying Galerkin's Process, an approximate solution to the governing differential equation is obtained. Convergence of the results were verified. Results for various skew angles and aspect ratios are presented graphically.
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