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Effect Of Transverse Shear And Rotatory Inertia On The Forced Motion Of A Plate-Strip Of Linearly Varying Thickness

โœ 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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โœฆ 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.


๐Ÿ“œ SIMILAR VOLUMES


EFFECT OF TRANSVERSE SHEAR AND ROTATORY
โœ A.P. Gupta; N. Sharma ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 251 KB

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