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
โฆ LIBER โฆ
Effect Of Transverse Shear And Rotatory Inertia On The Forced Motion Of A Plate-Strip Of Linearly Varying Thickness
โ Scribed by A.P. Gupta; N. Goyal
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 341 KB
- Volume
- 174
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
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 computed for transverse deflection and bending moment of the plate are compared with those of ciassical theory.
๐ SIMILAR VOLUMES
EFFECT OF TRANSVERSE SHEAR AND ROTATORY
โ
A.P. Gupta; N. Sharma
๐
Article
๐
1998
๐
Elsevier Science
๐
English
โ 251 KB