Effects of rotatory inertia and transverse shear on the response of elastic plates to moving forces
β Scribed by Jahanshahi, A. ;Monzel, F. J.
- Publisher
- Springer-Verlag
- Year
- 1965
- Weight
- 603 KB
- Volume
- 34
- Category
- Article
- ISSN
- 1432-0681
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π SIMILAR VOLUMES
Shear theory and the eigenfunction method are used to analyze the forced motion of a plate-strip of linearly varying thickness. A plate clamped at both edges and a cantilever plate subjected to uniformly distributed and concentrated impulsive loads are analyzed as example problems. Numerical results
Forced motion of a rectangular beam whose thickness, density and elastic properties along the length vary in any number of steps is analyzed by the eigenfunction method using shear theory. A beam of two steps, clamped at both the edges and subjected to constant or half-sine pulse load is considered